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9 DESCRIPTION OF PROJECT: PAVEMENT REHABILITATION, RESTORATION, RESURFACING, DRAINAGE IMPROVEMENTS SIDEWALK SIGNALIZATION AND OTHER Y r PROJECT LENGTH > MISCELLANEOUS WORK DE A 4 AWaal Vit EF IN sl > l a Vv PLANS FOR THE CONSTRUCTION OF ROUTE 81: 2.51 MILES SION VALLEY ROAD PAVEMENT REHABILITATION Q FUNCTIONAL cLass} ROUTE 81 RURAL COLLECTOR ROAD ADTieeccsescessscesees 3,220 DHV..... .. 610 Deveeeceeesees 50/50 LEGEND WV WATER VALVE WM WATER METER WL WATER LINE HYD HYDRANT Os POWER POLE Fed LIGHT POLE FENCE LINE BARBED WIRE LINE GUARDRAIL o BOUNDRY @ EXISTING TREE —s- EXISTING SIGN SALTPOND =p NEW SIGN —reen— UNDERGROUND TELEPHONE LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND TELEPHONE LINE UNDERGROUND WASTE LINE UNDERGROUND ELECTRICAL LINE MANHOLE UNDERGROUND VINGN DATA LINE MANHOLE UNDERGROUND COMMUNICATION LINE MANHOLE REINFORCED CONCRETE PAVEMENT ROADWAY RECONSTRUCTION © BSS PAVED ~WATERWAY TYPE IV Ws, ASPHALT PAVEMENT MILLING iY RIP RAP CLASS Ill fam «= EMBANKMENT CONSTRUCTION CONCRETE SIDEWALK CONCRETE SIDEWALK & STRUCTURAL FILL THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP—14. SECTION W (CONSTRUCTION PLANS) ATTACHMENT 1 PROJECT NO. VI-0081(002) ROUTE 81 ROUTE 81 BUCK ISLAND SALT RIVER BAY ISLAND OF ST. CROIX NOT TO SCALE INDEX TO SHEETS DESCRIPTION TITLE SHEET GENERAL LOCATION MAP SUMMARY OF QUANTITIES GENERAL NOTES TYPICAL CROSS SECTIONS PLAN SION VALLEY ROAD UTILITY RELOCATION PLAN ROW PLAN STANDARD DETAILS TEMPORARY TRAFFIC CONTROL SIGNALIZATION STANDARD DETAILS SION FARM HAND RAILING ANAAAAAAAAANAAAAAAAAAANANANAAAAAANAARARANANAANANANANAASANSANANARASSSASASASSRD Pol UDAI INT LL Virgin Island US STJOHN EAST END BAY PRIVATEER BAY STTHOMAS ST CROIX DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 6002 ESTATE ANNA’S HOPE ST. CROIX, USVI Approved: Gustav James, P.E. Date Commissioner Designee: Department of Public Works DESIGNED BY: OFFICE OF HIGHWAY ENGINEERING REG STATE PROJECT SHEET TOTAL NO. SHEETS SE VI VI-0081(002) B1 97 ROUTE & LOCATION RT81 ITEM NO. DESCRIPTION UNIT SION VAL TOTAL ITEM NO. DESCRIPTION UNIT TOTAL 15101 Mobilization L.S. 1 1 61101(B) Adjust Water Meter Box EA. 10 15201 Construction Survey & Stakeout L.S. 1 1 61901(A) Remove and Construct New Chain Link Fence L.F. 850 15401 Contractor Sampling and Testing L.S. 1 1 61501 Porltand Cement Concrete Sidewalk S.Y. 4,350 15701(A) Soil Erosion Control - Silt Fence L.F. 2,500 2,500 61701 Guardrail - Guardail Type W-Beam and Rounded Ends L.F. 40 15701(B) Soil Erosion Control - Temporary Inlet Protection Type C EA. 6 6 61901 Remove and Construct New Chain Link Fence L.F. 850 20101 Clearing and Grubbing - Clear ROW and Tree Removal MI. 1.50 2 63301(A) Permanent - New Sign Aluminum Panels, Type IX Sheeting S.F. 940 20301(A) Removal of Structure - Removal of Headwall and Basin EA. 4 4 63301(B) Permanent - Sign Remove and Reset EA. 6 20301(B) Removal of Structure - Removal of 18" and 24" Pipe Culvert L.F. 80 80 63301(C) Permanent - Remove Old Sign EA. 40 20301(C) Removal of Structure - Removal of Sidewalk S.Y. 300 300 63401(A) Permanent Markings - Thermoplastic, Type H(6" White) L.F. 30,400 20301(D) Removal of Structure - Removal of Chain Link Fence L.F. 850 850 63401(B) Permanent Markings - Thermoplastic, Type H(4" Yellow) L.F. 28,200 20401 Roadway Excavation - Ditch Slope, Grade and Shape C.Y. 250 250 63401(C) Permanent Markings - Thermoplastic, Type H(24" Wht/Ylw) L.F. 1,250 20901 Structural Backfill Foundatuion for Sidewalk C.Y. 3,140 3,140 63401(D) Permanent Markings - Raised Pavement Markers (Arrows) S.F. 400 25101 Grouted Rip Rap, Class II C.Y. 50 50 63401(E) Permanent Markings - Raised Pavement Markers (Wht/Ylw) EA. 2,500 30101 Untreated Aggregate Courses, Aggregate Grading "C" 15" D S.Y. 80 80 63501(A) Temporary Traffic Control - Barricade, Type III EA. 6 30301 Road Reconditioning of Shoulders and Ditches L.F. 11,500 11,500 63501(B) Temporary Traffic Control - Cone, (36" Height) EA. 80 40301(A) WACP, Class-"A",Grading-"C"(Surface Course) - 2" TON 4,000 4,000 63501(C) Temporary Traffic Control - Construction Signs S.F. 950 40301(B) WACP, Class-"A",Grading-"C"(Base Course) - 4" TON 300 300 63501(D) Temporary Traffic Control - Drums, Type III Retroreflective EA. 125 40301(C) WACP, Class-"A",Grading-"C"(Wedge and Leveling ) TON 2,934 2,934 63501(E) Temporary Traffic Control - Warning Light Type "A" EA. 40 41102 Asphalt Prime Coat, Grade RS-1 GAL. 750 750 63601(A) Signal, Lighting, and Electrical System- Complete Traffic Sys. L.S. 1 41202 Asphalt Tack Coat, Grade RS-1 GAL. 6,500 6,500 63601(B) Electrical System- 14 AWG, 19 Conductor Electrical Wire L.F. 500 41301 Asphalt Milling 1" to 4" Depth S.Y. 2,900 2,900 63601(C) Electrical System- 14 AWG, 7 Conductor Electrical Wire L.F. 1,200 41801 Asphalt Concrete Pavement Patching FDP-1 S.Y. 3,500 3,500 63601(D) Electrical System- 3" PVC Schedule 80 Conduit, Concreted L.F. 400 50101 Minor Concrete Pavement- Low Water Crossing S.Y. 310 310 63601(E) Electrical System- 2" PVC Schedule 80 Conduit, Concreted L.F. 250 50201 Concrete Pavement Restoration Full depth Patching S.Y. 350 350 63601(F) Electrical System- Traffic Camera Video Detection System EA. 4 60101 Minor Concrete Structures - Headwall C.Y. 18 18 63601(G) Electrical System- Pull box Type I EA. 8 60201(A) Culverts and Drains-18" Reinforced Concrete Pipe, Class-IV L.F. 900 900 64601 Sidewalk Pedestrian Handrails L.F. 1,700 60201(B) Culverts and Drains-30" x19" Elliptical Pipe, Class-IV L.F. 384 384 60401(A) Inlets Type 6A-6 w/3'x2' Metal Frame & Grate EA. 7 7 60401(B) Inlets Type 5B w/4'x4' Metal Frame & Grate EA. 8 8 60401(C) Inlets Type 4D Gutter Plate, Curb Box, Solid Lid EA. 8 8 60401(D) Maniole - Adjust Manhole Ring EA. 27 27 60801 Paved Waterway, Type 4 S.Y. 1,750 1,750 60901(A) Curb and Gutter 7" Depth L.F. 6,980 6,980 60901(B) Curb 18" Depth L.F. 950 950 61101(A) Adjust Water Valves EA. 3 3 SEE GENERAL NOTES WHICH APPLY TO THESE ITEMS ON SHEET B-2 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SUMMARY OF PAY QUANTITIES 850 10 4,350 40 SION VALLEY ROAD PAVEMENT REHABILITATION AND DRAINAGE ROUTE & LOCATION RT81 SION VAL 30,400 2,500 6 850 940 6 28,200 400 40 1,250 40 1 500 1,700 80 950 125 1,200 400 250 4 8 VI-0081(00 | <=» ( Sa ee — son [a *% «it are *: = oe a _ re rs \. 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Wha Ar a) 4” va ‘m eer whe ‘ = 4 1. « “4 a 3) \e }. x, al | ‘Clairmont Salt Rwer, Hams Bay Canebay Betzys Prosperity Jewell Canaan Little Golf (Course Buccaneer, *Carden Teagues) ‘Knight Butler Bay Annaly Fountain = Altona Solitude Bay, Slob) Nicholas Christiansted Uagaon Catharinas Wiliam Hard Labour, & Country/Club Carambola)Golf Butzberg lope {yaar Bed§ton Hl,Contentment Recovery Hill Cotton Madame St Croix Ryan Grove Clifton Hill Bugbyhole Profit Cathrines Rest 4 Pl Great Frederiksted = ond|Bay Tw Wheel of Fortune ones we oa) Blessing Diamond Brother Arguilia Canégatden Keturali Whim. Cartton ‘Ane Bay Westend Camporico Good Hope Cooper Saltpond, DEPARTMENT OF PUBLIC WORKS andy Point OFFICE OF HIGHWAY ENGINEERING 750 375 750 1500 ROUTE 81 (IN FEET ) LOCATION 1 inch = 750 ft. PROJECT SION VALLEY ROAD PAVEMENT REHABILITATION ROUTE 81 —— ALL TEMPORARY TRAFFIC CONTROL FUNCTIONS SUCH AS TRAFFIC CONTROL PLAN, . AS PART OF THE EDC INITIATIVE THIS PROJECT REQUIRES THAT SAFETY EDGE BE USED MAINTAINING, RELOCATING, FLAGGING AND MOVING TEMPORARY TRAFFIC CONTROL ON THIS PROJECT FOR ITEMS 40301(A). DEVICES AS PER THE MUTCD FOR THE CONTROL AND PROTECTION OF THE PUBLIC TRAFFIC THROUGH THE PROJECT AREAS WILL BE SUBSIDIARY TO 63501 ITEMS. GUARDRAIL FOR THIS PROJECT WILL BE W—BEAM TYPE Il, CLASS B. THE COST FOR PLACING LONGER POSTS WHERE REQUIRED WILL BE SUBSIDIARY TO 61701(A). WHENEVER THE TRAFFIC CONTROL PLAN REQUIRES DETOURING OF TRAFFIC, THE TRAFFIC DETOUR PLAN SHALL NOT BE IMPLEMENTED DURING PEAK TRAFFIC HOURS. ITEM 40301(C) WEDGE AND LEVELING SHALL BE USED AS NECESSARY WITH THE APPROVAL ao Asie HOURS ARE BETWEEN 7:00AM TO 9:00AM AND BETWEEN 3:00PM FROM THE CO PRIOR TO PLACING ASPHALT. THE CONTRACTOR SHALL NOT PLACE WEDGE AND LEVELING ASPHALT COURSE AT AREAS THAT WERE RECONSTRUCTED UNLESS DIRECTED TO DO SO BY THE CO. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND WORKING WITH ALL UTILITY COMPANIES IN LOCATING AND THE RELOCATION OF ANY UTILITY - ITEM 20101 INCLUDES REMOVAL OF TREES AND TREE STUMPS. LINES AND STRUCTURES ON THIS PROJECT ACCORDING TO PARAGRAPH 28 OF THE GENERAL PROVISIONS. ALL UNDERGROUND LINES MUST BE LOCATED PRIOR TO EXCAVATION. 13. ITEM 15201 SURVEY AND STAKING — THE CONTRACTOR MUST ESTABLISH A CENTERLINE PROFILE OF THE EXISTING ROADWAY AS THE BASIS FOR CONSTRUCTION TO ESTABLISH HORIZONTAL AND VERTICAL CONTROL FOR CONSTRUCTION ACCORDING TO THE TYPICAL CROSS SECTION DETAILS. ITEM 41801 FULL DEPTH RECONSTRUCTION SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL ASPHALT PAVEMENT AT AREAS TO BE RECONSTRUCTED AND PATCHED. ITEM 50101 AND 50201 SHALL INCLUDE ALL SAW CUTTING NECESSARY TO OBTAIN A NEAT EDGE, REMOVAL AND DISPOSAL OF CONCRETE, AND ANY NECESSARY EXCAVATION. THE CONTRACTOR SHALL PERFORM COMPACTION TESTS WITH A NUCLEAR GAUGE ON A DAILY BASIS WHEN COMPACTION OF MATERIAL IS IN PROGRESS. A MINIMUM OF ONE COMPACTION TEST MUST BE PERFORMED PER LIFT AND ALL TESTS RESULTS SHALL BE SUBMITTED TO DPW FOR REVIEW AND APPROVAL. THE CONTRACTOR MUST ACHIEVE 95% DENSITY PRIOR TO PLACING ANY ADDITIONAL LIFTS. THE DPW SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF CONCRETE POURS. TESTING OF THE CONCRETE SHALL CONFORM TO THE FP-14. AS PART OF THE EDC INITIATIVE THIS PROJECT REQUIRES WARM MIX ASPHALT PAVEMENT TO BE USED FOR ITEMS 40301(A),(B),(C). THE CONTRACTOR WILL BE REQUIRED TO PRODUCE, PLACE, AND COMPACT ASPHALT PAVEMENT BETWEEN 30° TO 120° LOWER THAN HOT MIX ASPHALT PAVEMENT. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING GENERAL NOTES PROJECT COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH #1(6X6) W.W.M.(6” DEPTH). COMPACT 6” AGGREGATE BASE GRADING ”C”. VI-0081(002) r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 1%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. ¢ | | | | VARIES VARIES RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 4d — — 4 VARIES £11.0° 411.37 VARIES SOUTHBOUND LANE NORTHBOUND LANE EARTH DITCH T CURB & SIDEWALK GUTTER VARIES VARIES EXISTING +30 ’ ROW @ ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 00+00 TO 14+00 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH jf1(6X6) W.W.M.(4" DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. [—— 1%” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. ¢ CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. [——— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). DEPARTMENT OF PUBLIC WORKS «_| VARs so a. 0 OFFICE OF HIGHWAY ENGINEERING I SOUTHBOUND LANE NORTHBOUND LANE CONCRETE SIDEWALK une & WATERWAY VARIES VARIES PARAPET EXISTING +30 ' ROW TYPICAL CROSS SECTION 2) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 22+00 TO 28+00 ROUTE 81 NOT TO SCALE NOT TO SCALE COMPACT GRANULAR FILL MATERIAL. INSTALL HANDRAIL 29+50 10 344 00(SEE DETAIL). . CONSTRUCT CONCRETE SIDEWALK WITH f1(6X6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. .-————————— WEDGE AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. -—— 2” DEPTH OF WACP, CLASS—A, GRADING—E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3’ WIDTH(BEGIN AT 28+00. i SLOPE TO DRAIN. | 4 VARIES £11.0° #11.0° 4.0° CURB &! SOUTHBOUND LANE NORTHBOUND LANE CONCRETE GUTTER WATERWAY VARIES PARAPET SIDEWALK VARIES EXISTING +30 ’ ROW Q) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 28+00 TO 43+50 EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH i#1(6X6) W.W.M.(4" DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. [—— COMPACT 6” AGGREGATE BASE GRADING ”C”. .-————————— WEDGE AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. r—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3’ WIDTH. | 4-6" VARIES £11.0° #11.0° 4.0° CURB &! SOUTHBOUND LANE NORTHBOUND LANE CONCRETE GUTTER WATERWAY VARIES VARIES PARAPET EXISTING +30 ' ROW (4) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 45+50 TO 52+50//54+00 TO 59+10 SIDEWALK PROJECT VI-0081(002) | CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) | rere) i WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE ~\ 7 [—— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). i | F CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) | rere) | WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE ™~.7 SLOPE TO DRAIN. [-——— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING TYPICAL CROSS SECTION ROUTE 81 PROJECT COMPACT GRANULAR FILL MATERIAL. CONSTRUCT, CONCRETE SIDEWALK WITH E'SEx8) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING “C’”. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER. -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. >—————— WEDGE _ AND LEVEL ROADWAY. EXISTING ROADWAY ASPHALT WEARING COURSE 2”. -—— EXISTING ROADWAY AGGREGATE BASE 3”. TACK COAT, GRADE RS-1. r—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE) TYPE IV SMOOTHNESS. TACK COAT, GRADE RS-1. r—— 4” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). r— MILL EXISTING ASPHALT 4” DEPTH 3° WIDTH. VI-0081(002) | | I | —d | I | | | | | CONSTRUCT CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK) WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. -—— PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). 4 VARIES 411.0’ I SOUTHBOUND LANE NORTHBOUND LANE " CONCRETE ! SIDEWALK GURB & WATERWAY VARIES VARIES PARAPET EXISTING +30 ’ ROW 5) ROUTE 81 TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY STA. 43+50 TO 45+50//52+50 TO 54+00//63+50 TO 65+00 INSTALL HANDRAIL 66+50 TO 77+00(SEE DETAIL). . CONSTRUCT, CONCRETE SIDEWALK WITH E'SGxe) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING “C”. f>—— EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER(4000psi). -—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING—C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 45° VARIES #11.0° 411.0’ SIDEWALK "CURB. a! SOUTHBOUND LANE NORTHBOUND LANE DEPARTMENT OF PUBLIC WORKS VARIES VARIES OFFICE OF HIGHWAY ENGINEERING EXISTING +30 ’ ROW TYPICAL CROSS SECTION © ROUTE 81. TYPICAL SECTION FULL DEPTH RECONSTRUCTION(FDP-1) STA. 65+00 TO 71+05//72+10 to 78+50 ROUTE 81 NOT TO SCALE INSTALL HANDRAIL 66+50 TO 77+00(SEE DETAIL). . CONSTRUCT, CONCRETE SIDEWALK WITH fioe) [W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. -—— EXCAVATE AND COMPACT STRUCTURAL FILL MATERIAL. r— CONSTRUCT PORTLAND CEMENT CONCRETE CURB & GUTTER(4000psi). r—— COMPACT 6” AGGREGATE BASE GRADING ”C”. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. 411.0" NORTHBOUND LANE 45° VARIES #11.0° SIDEWALK "curs a! SOUTHBOUND LANE GUTTER VARIES VARIES EXISTING +30 ’ ROW M) ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) STA. 71+05 TO 72+10 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH E'SEx6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING "C”. SAW CUT ALONG SWALE/SIDEWALK JOINT PRIOR TO DEMOLITION. EXISITING CONCRETE WATERWAY 4” DEPTH. r—— EXISTING AGGREGATE BASE 5” DEPTH. EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). r—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN (8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. EXISTING ROADWAY CONCRETE PAVEMENT 6”COURSE. r—— EXISTING ROADWAY AGGREGATE BASE 6” DEPTH. EXISITING CONCRETE WATERWAY 4” DEPTH. EXISTING CONCRETE SIDEWALK. PROJECT VI-0081(002) 4 2 DEPARTMENT OF PUBLIC WORKS 10.0" 1.0" [2 OFFICE OF HIGHWAY ENGINEERING / SIDEWALK GUTTER! SOUTHBOUND LANE NORTHBOUND LANE VARIES VARIES ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PATCHING STA. 78+50 TO 83+40//84+15 to 89+00 NOT TO SCALE EXISTING +30’ ROW TYPICAL CROSS SECTION ROUTE 381 4 COMPACT GRANULAR FILL MATERIAL. CONSTRUCT CONCRETE SIDEWALK WITH E'S8x6) W.W.M.(4” DEPTH). COMPACT 6” AGGREGATE BASE GRADING °C”. CONSTRU' wi i] CT CONCRETE WATERWAY AS SHOWN ON PLAN TH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRE [—— PLACE AGGREGATE BASE GRADING "C” (6” DEPTH MIN.). (" THICK). 2 £11.0° 411.0’ EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). f—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. 8” THICK) EXISTING CONCRETE WATERWAY 4” DEPTH. EXISTING CONCRETE SIDEWALK. [SIDEWALK GUTTER! VARIES SOUTHBOUND LANE NORTHBOUND LANE VARIES ROUTE 81 +12.0° EXISTING +32’ ROW STA.83+40 TO 84+15 TYPICAL SECTION RESTORATION CONCRETE PAVEMENT EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE (CONCRETE RESTORATION). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). f>—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN 8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. #12.0° Ee 18” EXISTING ROADWAY CONCRETE PAVEMENT 6”COURSE. r—— EXISTING ROADWAY AGGREGATE BASE 6” DEPTH. PROJECT VI-0081(002) 3.5 SOUTHBOUND LANE NORTHBOUND LANE VARIES VARIES DITCH! SIDEWALK | DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NOT TO SCALE 40) ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PATCHING STA. 88+95 TO 89+10//89+40 TO 95+45//95+85 TO 96+32//96+65 TO 98+00 EXISTING +30’ ROW TYPICAL CROSS SECTION ROUTE 81 PROJECT VI-0081(002) EXCAVATE 20” BELOW EXISTING ROADWAY. STABILIZE SUBGRADE—CONCRETE RESTORATION. PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). r—— CONSTRUCT CONCRETE PAVEMENT WHERE SHOWN ON PLAN (8” THICK) WITH #4 REINFORCEMENT ON 12” CENTERS, 4000PSI CONCRETE. £12.0° #12.0' | 18” 35° SOUTHBOUND LANE NORTHBOUND LANE DITCH SIDEWALK | VARIES VARIES EXISTING +30’ ROW 44) ROUTE 81 TYPICAL SECTION RESTORATION CONCRETE PAVEMENT STA. 89+10 TO 89+40//95+45 TO 95+85//96+35//96+65 r— RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING "C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. VARIES VARIES L— VARIES #10.5' #10.5" VARIES SOUTHBOUND LANE NORTHBOUND LANE DEPARTMENT OF PUBLIC WORKS biTcH Diver OFFICE OF HIGHWAY ENGINEERING VARIES VARIES EXISTING +30 ’ ROW TYPICAL CROSS SECTION ROUTE 81 42) ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) STA. 102+00 TO 105+50//115+80 TO 117+80//121+60 TO 123+15//129+75 TO 131+90 NOT TO SCALE PROJECT CONSTRUCT STRUCTURAL CONCRETE WATERWAY AS SHOWN ON PLAN (6” THICK)WITH #1 W.W.M. REINFORCEMENT 6”X6”, 4000PSI CONCRETE SLOPE TO DRAIN. VI-0081(002) PLACE AGGREGATE BASE GRADING ”C” (6” DEPTH MIN.). EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). PLACE AGGREGATE SUBBASE GRADING ”C” (15” DEPTH). 2” DEPTH OF WACP, CLASS—A, GRADING-C(BASE COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING—-E(SURFACE COURSE) ¢ RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXISTING BITUMINOUS -—————— EXCAVATE ROADWAY 17” DEPTH OR AS DIRECTED BY THE CO (FDP—TYPE 1). CONCRETE PAVEMENT COMPACT AGGREGATE BASE GRADING ”C” 15” DEPTH SAW CUT OR MILL PAVEMENT PLACE WARM MIX ASPHALT CONCRETE(BASE) 2” TO 3” THICK EXISTING POTHOLE , SAW CUT OR MILL PAVEMENT 4 +10.5 #10.5" VARIES t EXISTING BITUMINOUS CONCRETE PAVEMENT WATERWAY | SOUTHBOUND LANE NORTHBOUND LANE EARTH VARIES VARIES 12” MIN. 12” MIN, EXISTING +30 ’ ROW * > LLL Lea Lhhs S- ROUTE 81 TYPICAL SECTION FULL DEPTH RECONSTRUCTION (FDP-1) | rretyehecoer ea eh eae STA. 105+50 TO 113+00 ROUTE 81 TYPICAL SECTION FULL DEPTH PATCH (FDP-1) REFER TO 41801 FDP-TYPE 1 OF FP14 r— RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. EXISTING ROADWAY BASE COURSE 4”. EXISTING ROADWAY ASPHALT WAEARING COURSE 2”. -————— 1” DEPTH OF WACP, CLASS—A, GRADING—C(LEVELING COURSE). TACK COAT, GRADE RS-1. [—— 2” DEPTH OF WACP, CLASS—A, GRADING-E(SURFACE COURSE). RECONDITION SHOULDER TO DRAIN. PLACE AND COMPACT AN APPROVED GRANULAR FILL MATERIAL. VARIES 410.5" #105" VARIES EARTH SOUTHBOUND LANE NORTHBOUND LANE EARTH VARIES VARIES DEPARTMENT OF PUBLIC WORKS EXISTING £50 " ROW OFFICE OF HIGHWAY ENGINEERING 44) ROUTE 81. TYPICAL SECTION RECONDITIONING ROADWAY OVERLAY TYPICAL CROSS SECTION STA. 113+00 TO 115+80//117+90 TO 121+60//123+15 TO 129+75 ROUTE 381 NOT TO SCALE * 4 ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. = ITEM 41301 — MILL ROADWAY 1” DEPTH. = -\"e —- ao oO Ee dy te + + 4 + BHoo +. $4 + 4 + 4+ 6 + $+ + + +t oto t+ + + ee OA _B as al COA Q om) ITEM 20101 — BEGIN CLEARING AND GRUBBING. SS <¥ ITEM 40301(A) — BEGIN WARM ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 41202 — BEGIN TACK COAT, GRADING RS-1. ITEM 63401(B) — BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — BEGIN THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING 50 25 50 100 ROUTE 31 PLAN ( IN FEET ) 3 1 inch = 50 ft STA QO+00 TO 04+00 A” A” F ut ak = i We ‘ &. Te | | q q \ my ITEM 63301(B) = REMOVE /REPLACE NEW PERMANEN - a l 9 ee —, CONSTRUCT UCTURAL CONCRETE WATERWAY, 8” THICK 4 REINF.,4000PSI, SL ONSTRUCT E T.OF THE WATE EM ZO10] — NG OUTED RIP RAP, ITEM 60401(D) ADJUST M Ya Va ~ i Usd a inf op \ <r Ss EE OEE, SY Myo RR ry yy MRO yy) RRA KR AERRRO \S 0 Sy) *. C2e6 <S eee SYS oe oo 3 pra Ox Oz pal 3 9x00 w <0 rs oi A an, ov SY QO" cs han ITEM 20101 — CLEARING AND GRUBBING. SLes yo nou ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. SCG ITEM 41202 — TACK COAT, GRADING RS-1. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. Wy pre DEPARTMENT OF PUBLIC WORKS a OFFICE OF HIGHWAY ENGINEERING avo ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ry ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. Oa ITEM 60401(D) — ADJUST MANHOLE. ROUTE 31 ITEM 63301(A) — INSTALL NEW PERMANENT SIGN. PLAN ITEM 61701(A) — INSTALL GUARDRAIL CRASH CUSION, WITH REFLECTORS. STA 04+00 TO 10+00 a “ ITEM 50101 — CONSTRUCT STRUCTURAL CONCRETE WATERWAY, 8” THICK WITH ONSTRUCT INVERT OF THE WATERWAY AT 3”. 4 REINF.,4000PSI, SLOPE TO DRAIN ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND e PLATE 4° WIDTH(%” THICK NON SKID SURFACE). 2 Nas “s/a oy om yy) \"a ITEM 60401(D) — ADJUST MANHOLE. Ae wae. ITEM 60901(B) — CONSTRUCT CONCRETE CURB ONLY. S 0 RES 0,8 RAS SSS, S: YA SS mo 2 ON, ZONSTRUCT) CONCRETE : EWALK. ITE CONSTRUCT CONCRETE C RB AND GUTTER. ie : ° Fe — \ te ° IN ae LY “\ ©) ITEM 2510 GRO RIP RAP, CLASS Il. “\ a Pe At J * * ‘ i * “7 . > \ S&S ITEM 2 01 — CLEARING AND GRUBBING. " * % 01(A) — WARM ASPHALT CONCRETE PAVEM RSE), \ CLASS ”A” ,GRADING ”E”, TYPE | STRIP ADDITIVE. M "TACK COAT, GRADING RS-1. DEPARTMENT OF PUBLIC WORKS M B) = THERMOPLASTIC PAVEMENT MARKIN OFFICE OF HIGHWAY ENGINEERING 1M i ITEM 63401@A) — THERMOPLASTIC PAVEMENT MARKIN 9 01(B) — REMO VE/R EPL ACE NEW PERMANENT SIGN. ROUTE 31 - » PLAN =i STA 10+00 TO 16+00 Ng | RELOCATE WAPA/INNOVATIVE UTILITY POLE. ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK ae WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. Oa wo ITEM 63301(B) — LAE REMOVE /REPLACE NEW PERMANENT SIGN. (Seon ae a)! WO a me Epa + + 4+ pr oS “ones 38 ci <= ri ki tr 22> Saanr pe ri it a “ise rit oi ys rit See te ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. 4 by Tie cir ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. wy BX CS A > exe) wie ow ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(1” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE IV SMOOTH, WITH A TRIP ADDITIVE. ITEM 41202 — TACK COAT, GRADING RS—1. _* DEPARTMENT OF PUBLIC WORKS ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS E OFFICE OF HIGHWAY ENGINEERING YELLOW. ITEM 63401(A) — THERMOPLASTIC PAVEMENT i - ROUTE 31 - «4 PLAN STA 16+00 TO 22+00 = Oo > ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — BEGIN WARM ASPHALT CONCRETE PAVEMENT(2” SURF ACE” a AT 28+00, CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, ITH ANTIS DITIVE. ITEM 41202 — TACK COAT, GRADING RS-1. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE Ay 4” YELLOW. ; 4 ITEM 40301(A) — RUMBLE STRIP(3EA.). ITEM 63301(B) — REMOVE AND REPLACE PERMANENT SIGN. ITEM 60801(A) — CONSKRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSk SLOPE QhO*DRAIN. CONSTRUC - ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” 8B01(A) arg oN ur CONS CHIN a “A INVERT OF THE WATERWAY AT 4%” DEPTH. REG |STATE| PROJECT SHEET | TOTAL \ NO. |SHEETS - VED CONCRETE WATERWAY, 6” THICK 8\ WIDTH), 4000PSI, SLOPE TO, DRAIN. RY OF THE WATERWAY AT 216” DEPTH. -—— ITEM 60401(D) — ADJUST MANHOLE. Rey sot wo as Itty) THICK WITH. #1 W.W.M.(6’ WIDTH), 4000PSI, SLOPE TO D ; CONSTRUCT INVERT OF THE WATERWAY A TH ic) A fo) / , to) a * rs) Kaos) (o) () + + + EI : ra LOSE s t Sy) GOO ITEM.60201(B) — INSTALL 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE oN Naa hee 01(B) — CONSTRUCT INLET WITH (4°X4’) METAL FRAME AND GRATE(2EA, \ aR Va 1 — GROUTED RIP RAP, CLASS lI. Q EEE ‘ 1(B) — INLET PROTECTION. AG + y (A) — REMOVAL OF CONCRETE HEADEWALL. ‘a GS , B) — REMOVAL OF 24” DIA. PIPE C INSTALL 38”X24” — SITL FENC fr 1 61501 — CONSTRUCT NCRETE SIDE 01(A) — CONSTRUCT CONCRETE CURB “ DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 22+00 TO 28+00 *, 801 — CONSTRU . PAVED CONCRETE WATERWAY, 6” THICK ss V.W.M.(3° WIDTH), 4000PSI, SLOPE TO DRAIN. “. a q BRT OF THE WATERWAY AT 4” DEPTH. cr TEM 60 + , ITEM 61501 — CONSTRI ICRETE SIDEWALK ITEM 60901(A) — CONSTRUCT CONCRETE/CURB AWD GUTTER. ITEM 64601 — SIDEWALK PEDESTRIAN HANQORAIL(BEGIN AT 29+50). ITEM 20101 — ITEM 40301(A) ITEM 40301(C) ITEM 41202 — ITEM 63401(A) ITEM 63401(B REG |STATE| PROJECT SHEET | TOTAL NO. |SHEETS | se | Low | | -o0e1(002) | | oe | 27 | ITEM 40301(B) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(4” BASE). JEM 41301 — BEGIN MILL OVER TRENCH 3° WIDTH BY 4” DEPTH AT 28+00. V REPLACE NEW PERMANENT SIGN. . ITEM “40301(A) — RUMBLE STRIP(3EA.). ITEM 20101 — CLEARING AND GRUBBING REMOVE TREE(6EA.). ITEM 60801(A) — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. EEE ITEM 63301(A) — INSTALL NEW . PERMANENT SIGN. ITEM 60401(D) — ADJUST MANHOLE. ITEM 20301(D) — REMOVE OLD WOODEN POST(11 CLEARIN "ERUBBING. — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), GLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. WARM ASPHALT CONCRETE PAVEMENT GRADING "C”(WEDGE & LEVELING). OAT, GRADING RS-1. STIC PAVEMENT MARKINGS TYPE H, 4” WHITE. PAVEMENT MARKINGS TYPE H, 4” YELLOW. : Fe 47 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN 4 STA 28+00 TO 344+00 ITEM 60401(D) — ADJUST gel ] ee ITEM 41301 — “OVER TRENCH 3° WIDTH BY 4” DEPTH. ITEM 40301(B) = ARM reo CONCRETE PAVEMENT “GRAD WITH o#1 .W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CO afi PAVED CONCRETE WATERWAY, 6” THICK CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. ITEM 61501 — CONSTRUCT concae rfl stan ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ° ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND z% 20101 — CLEARING AND GRUBBING. PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). 41202 — TACK COAT, GRADING RS-1. 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS i All 18” HDPE PLASTIC PIPE CULVERT CLASS IV(150’). STRUCT INLET WITH (4°X4’) METAL FRAME AND GRATE. STED RIP RAP, CLASS Il. PROTECTION. (A) — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #1 W.W.M.(3% WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUC} INV, OF THE WATERWAY AT 4” DEPTH. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA $3+00 TO 39+00 STATE | | PROJECT anal TOTAL r ._ [SHEETS P + / : M0081(002) os | 27 | | 40301(A) — WARM ASPHALT CON > SURFACE COURSE), CLASS ”A” ,GRADING TH, WITH ANTISTRIP ADDITIVE. 40301(C) — WARM ASPHALT CONCR RADING ”C”(WEDGE & LEVELING). 4202 — TACK COAT, GRADING RS ( 668401(A) — THERMOPLASTIC PAY TYPE H, 4” WHITE. ITEM $3401(B) — THERMOPLASTIC PAY S TYPE H, 4” YELLOW. P ITEM 60801 — CONST AVED CONCRETESWATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 5” DEPTH. ITEM 40301(B) — WARM ASPHALT CONCRETE PAVE ING, "C"(4” BASE)™ ITEM 41301 — MILL OVER TRENCH 3’ WIDTH BY 4” DE Fy ITEM 60801 — CONSTRUCT PAVED C ERWAY,_ 6” TB | WITH #1 W.W.M.(3° WID Sl, SLOPE™O CONSTRUCT INVERT OF T sv 4” EERTSD> ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSWRUCT CONCRETE CURB ems oe ° | 60401(D) — CONSTRUCT INLET GUTTER PLATE, @URB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). ITEM 41801 — WAY R& STRUCTION FDP—1(SEE TYPICAL DETAIL). DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 49+00 TO 45+00 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS 20101 — CLEARING AND GRUBBING. 40301(A) — WARM ASPHALT CONCRETE PAVEMEN ee j CLASS ”A” ,GRADING "E”, TYPE IV IP ADDITIVE. y* 40301(C) — WARM ASPHALT CONCRETE PAVEME E & LEVELING). = 41202 — TACK QOAT, GRADING RS-1. 63401(A) — THERMOPLASTIC PAVEMENT MARKIN , 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS W. 7 ITEM 40301(B) — WARM ASPHALT CONCRETE ENT GRADING ”C’(4” BASE). i ITEM 41301 — MILL OVER TRENCH 3’ WIDTH B f DEPTH. ITEM Shs — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WITH #1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE TO DRAIN. CONSTRUCT INVERT OF THE WATERWAY AT 5” DEPTH. ° ITEM 20101 — CLEARING REMOWE TREE(3EA.). ITEM 20101 — CLEARING ITEM 60 ITEM 20901 — STRUCTURAL ceeTe fice AND BACKFILL: ITEM 61501 — CONSTRUCT CONCRETE /SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETH/ s@URB AND GUTTER. i . i F dé . ITEM 41801 — RRADWAY REC HOA) fof ie F a ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB PLATE 4’ WIDTH(%” THICK NON SKID SU DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA 45+00 TO 51+00 REG | STATE PROJECT SHEET | TOTAL ; NO. |SHEETS | * e 40301(B) — WARM ASRHALT CONCRETE PAVEMENT ING "C"(4” BASE). 1301 — MILL OVER TRENCH 3° WIDTH BY 4” DEPTI . 63301(C) — REMOVE AND RESET PERMANE , - . ITEM 60201(B) — INSTALL 30”x19” CONCRETE PIPE CULMERT CLASS 1V(42’). TEM. 60404(B) — CONSTRUCT INLET! ME AND eae) TEM 25101 — GROUTED RIP RAP, C EM 15701(B) — INLET PROTECTION! ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK ITEM MANHOLE. WITH #1 W.W.M.(4 WIDTH), 4000PSI, SLOPE TO DRAIN. ‘4. CONSTRUCT INVERT OF THE WATERWAY AT 4%” DEPTH. 0101 — CLEARING REMOVE TREE STUMP. ITEM 20101 — CLEARING REMOVE T t ITEM 20101(A) — REMOVE TREE STUMP. ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM | 63301(B) apa YOVey’RERUACE INES PERMANENT sS/CN. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. | ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING ”E”, TYPE IV SMOOTH, WITH ANTISTRIP» ADDITIVE. ITEM 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING RS=1. ITEM eee” — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. . DEPARTMENT OF PUBLIC WORKS ITEM 63 = THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. OFFICE OF HIGHWAY ENGINEERING ¥ = ROUTE 87 _ PLAN STA 51+00 TO 5/+00 RENCH 3’ WIDTH BY 4” DEPTH. CLEARING AND GRUBBING REMOVM TREE(3EA). ITEM 60201(B) — INSTA 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1V(42’). ITEM SOA0KE Ny ONSBRUCT INLET WITH (4’X4’) METAL FRAME AND GRATE(2EA.). ITEM 25101 — UTED RIP RAP, CLASS Il. a ITEM 15701(BY— INLET PROTECTION. ~ ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ¢ dd 4 oF ITEM 60101 — CONSTRUCT HEAD ET WITH #4 REINFORCEMENT. = aoe ANHOLE. m4 Ck RAIN. ITEM 60 PAVED CONCRETE WATERWAY, 6” .M.(4’ WIDTH), 4000PSI, SLOPE TO T INVERT OF THE WATERWAY AT 4%” DEPTH. ITEM 20101 — CLEARING AND BING REMOVE BRUSH LINE IN R-O—W. ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ITEM 20101 — CLEARING AND* GRUBBING. RO UTE O | ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE); CLASS "A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIGggbOITIVE. Pl AN ITEM 40301(C) — WARM ASPHALT Come PAVEMENT GRADING "C"(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING ’RS=1. STA 57+00 TO 62+00 ITEM 63401(A). — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. _ me 401(D) — ¢ T GUTTER PLATE, CURB BOX AND Pa %” THICK NON SKID SURFACE). BRUSH LINE BRUSH UNE Oi ep) 8 ase Palgtss — Lys ITEM 30301 — ROAD RECONDITIONING SHAPE SHOULDER TO DRAIN. cos ace —— ran Sart oe at 494 atatatgict 49494 cpepppe rs — = 4949494 ag4g4g4 4gdgdg4 494949444 494999999 4549499 4g4g4q4 4999994 454999499 4969494 BRUSH UNE BG q$s¢ qg4g4q4 ag4g4g4g4 $494 eP.! gaa dgdgd 4iesaf An SSX cpr! ada ag4a4 494 494 S ZAP SP 434 454 SS a4 6) x at GS we 2) Ly aay ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL) % fad a4 és ad XO So WA Zs iY asa, aay a4 assy Aasy aay fase a4 ay fata i ITEM 60401(D) — ADJUST MANHOLE. 44 Spo} ada aa bP) ITEM 40301(B) — HOT ASPHALT CONCRETE PAVEMENT GRADING ”C”(4” BASE). ‘at ITEM 41301 — END MILL OVER TRENCH 3° WIDTH BY 4” DEPTH 65+50. % % aad fady % fat % aa “iy ‘a4 ‘$4 Aas S Vhhis ay Aa33 ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ebb} 0 ‘aa a54, ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. a aty $< ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. la ag faa % So ay 2. Q Yhy DEPARTMENT OF PUBLIC WORKS a9 OFFICE OF HIGHWAY ENGINEERING Ne) asd ety ITEM 20101 — CLEARING AND GRUBBING. of} ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. fad aa4 ROUTE 31 ‘at 34 ‘3 ITEM 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING \ as ‘a4 a4 ITEM 41202 — TACK COAT, GRADING RS-1. % 'd4 faa ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. PLAN aay ITEM aS4 Mass 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. STA 62+00 TO 67+00 bP) ay Aass . ps] [w-ooeioro | ons] oy ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. re % as4 ad ‘a4 So CED} a4 os Q DSKe) ITEM 20101 — CLEARING AND GRUBBING. Ys 4 as4 vk ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), aay CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. » \ 54, Oss ITEM 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). faa Ypss7 ITEM 41202 — TACK COAT, GRADING RS-1. a4, ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. Ufa a4 ITEM 30301 — ROAD RECONDITIONING SHAPE SHOULDER TO DRAIN. % g 4 av ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND La Uf PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). &o faa asd, Yfasa Reg) LV ge Jeass hes 454 ee % So ray Ae ‘4 Ye ‘at aay fade \S +A) Maia \ assy SS Mast Yaa SS cA SS f,4 Sass ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. Za ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. Ags op) ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. Les ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ad ‘3 LS @ Ys 4 4a aS4, % fe CS 2. Z- Vere) \ %, S \S ROUTE 31 “4 ay M's PLAN \\ STA 6/7+00 TO 71+00 \ faa asd, REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS AA Vi-0081(002) 20101 — CLEARING AND GRUBBING. 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS "A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). 41202 — TACK COAT, GRADING RS-1. 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 20901 — STRUCTURAL EXCAVATION AND BACKFILL. ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4’ WIDTH(%” THICK NON SKID SURFACE). ITEM 60201(B) — INSTALL 30”X19” ELLIPTICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1!V(40’). ITEM 60101 — CONSTRUCT HEADWALL AT INLET WITH #4 REINFORCEMENT. ITEM 25101 — GROUTED RIP RAP, CLASS Il. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ITEM 15701(B) — INLET PROTECTION. ROUTE 31 PLAN STA 71+00 TO 75+50 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS ITEM 60401(D) — CONSTRUCT INLET GUTTER PLATE, CURB BOX AND PLATE 4 WIDTH(%” THICK NON SKID SURFACE). ITEM 20101 — CLEARING AND GRUBBING. ITEM 40301(A) — END WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — END WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING) ITEM 41202 — TACK COAT, GRADING RS-1. ITEM 63401(A) — END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — END THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. ITEM 41301 — MILL ROADWAY 2” DEPTH. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK. ITEM 60901(A) — CONSTRUCT CONCRETE CURB AND GUTTER. ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). ND SHAPE DITCH. — RECONSTRUCT STRUCTURAL CONCRETE PAVEMENT, 8” THICK WITH #4 REINF.,4000PSI, MATCH EXISTING AVEMENT ELEVATION AND SLOPE TO DRAIN. ITEM 2@401(A) bi EXCAVATION GRADE d ¢ DEPARTMENT OF PUBLIC WORKS . TEM 4180) — ROADWA Je ; OFFICE OF HIGHWAY ENGINEERING : ROUTE 81 PLAN STA 75+50 TO 80+00 PRO ean | ml CAS) ITEM 60801 — CONSTRUG RWAY, 6° THICK GRADE AND SHAPE DITCH Qa WITH 1 SLOPE TO DRAIN Ke) v.. = CONSTRUC rc AY AT 3%” DEPTH ITEM 50201 RECQ ONCRETE PAVEMENT, e a Tl i 4000PSI, MATCH EXISTING 0" 36 - PAVE ON AND SLOPE TO DRAIN. ‘Ke | ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN = ITEM 20301(C) — REMOVAL OF SIDEWALK ITEM 61501 — CONSTRUCT CONCRETE SIDEWALK ® nn ITEM 60901(B) — CONSTRUCT CONCRETE CURB oOo No Mw i) on On 26 © wo o- SIE i Zw AY in-~ —=U|| -—YtT 1h RELOCATE WAPA/INNOVATIVE UTILITY POLE HT] an a = ITEM 20401(A) — ROADWAY EXCAVATION SLO = ITEM 60401(D) — ADJUST MANHOLE GRADE AND SHAP§ DITCH | . ITEM 60801 TERWAY, 6” THICK Pe 500 Sl, SLOPE TO AIN. rf ——— RWAY AT 4” EPTH wn Eh 0101 — END CLEARING AND BBING is 60301 — END ROAD RECONDITIONING -=.=_ 3 ae } IDE CUR #, t 09... SR DEPARTMENT OF PUBLIC WORKS LS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 Ky} , Qe PLAN Sg ej STA 80+00 TO 85+00 \ - _ oF * ,* — ee Mm ( ty, “=. on = —_— , + el Ss % 1; 8 xG KX > Ti Me SA J gale STRUCT STRUCTURAL CONCRETE PA ME WITH i REINF.,4000PSI, OPE TO DRAI MATCH xX! : \ | Tas _ © ae »~ “ - yo SSS a RS; NG NG; VA] OSS NY, — i YORWN OAS GL LL WAR NY, DO SOOOt (3) —_——— STA_200 ee, = os AR BC 170. 26 v= ee KY tah 66549.09 XE 1087658.83 a ING. RA | i a ANG —— ==, . A Ay U7] O ied =—S 7” M 61501 — CONSTRUCT CONCR 1005 60901(B) — CONSTRUCT CON ETE SS a 7 oe ITE <i ow 2 M—~ EMOVE /REPLA Ss SIGN’ —— ——o INV.=158.4 5 KZ ky ITEM 20 AL OF SIDEW eo. = * RELOCATE IVE UTILITY POLE ITEM 63301(B) — REMOVE/ pERMANEN i o® ROUTE 81 ™ ae PLAN STA 85+00 TO 91+00 ui = SS +1 8 "he af y \ ast 7 ~ & Pa ‘=e & es “~ C= Ba=oe ee’ i ai A, a + a — - <a © il % eA ee aS nF « Ze a ITEM 50201 — RECONSTRUCT STRUCTURAL CON@RETE RAVEMENT ee tO 8” THICK WITH 4 REINF.,4000 |, MATCH EXISTI - t PAVEMENT ELEVATION AND SLOP DRAIN. >, o ~, i a oo wm oO yao sh ma » , ~ Nw Oo So = Mw ro Zw y 4 i -o no bere) 26 "ow a —— 4 a — Mow I Zw Oo @ On — ITEM 60901(B) — CONSTRUCT CONCRETE CURB. @ "1 Nee ITEM 20301(E) — REMOVE EXISTING CURB. ‘iL Ww — Bi ms Ss Sa SK axOS 9 CRRRRRR REA Ss So S yy yy = i Se Rx 7000 <S Syyyyyyy YR ex Y> Sa RR VN) RERRRRRRR AZ AN RRRRRRKE yyy y ITEM 60201(A) — INSTALL 18” REINFORCED CONCRETE PIPE CULVERT. ORRRAD Ys) O eo NHVE= ITEM 60401(A) — CONSTRUCT CURB INLET 6A—6 WITH (3’X2’) METAL FRAM a’ ID “ RATE(2EA.). SPOS Ss ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK WIT V\/ “oe ss Ae SSS CRRERE SS) Sige SSS NWNSSINN ERRRRRO “heed | ITEM 15701(B) — INLET PROTECTION. ep) RRRRRRRR AE a Mt: ITEM 60901(B) — CONSTRUCT CONCRETE CURB. ITEM. 20301(E) — REMOVE EXISTING CURB. =a DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING \ ROUTE 31 PLAN \ STA 91+00 TO 97+00 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS [se | wu |w-ccevooa) | ore TEM? S@eer — BEGIN ROAD RECONDITIONING. : — ITEM<40301(A) — BEGIN WARM ASPHALT py ws CLASS "A” ,GRADING "E” ] oO ITE ASPH) oO ITEM 41202 — BEGIN TAG ITEM\ 63401(A)@= BEGIN . ui V S TYPE H, 4” WHITE. ITE 63401(B)-—"BEGI AS] S TYPE H, 4” YELLOW. 201(A BB evastc PIPE(10’). 01( TRUCT CURB INLET 64 ! (3°X2’) MF&G VANEDogf a CONS Tia CQh el ITEM 41801 — RO ONSTB \ ° ITEM 41301 — MILL ROADWAY 2” DEPTH. e“°sel 13 Waa \ a M 60401(D) — ADJUST MANHOLE. \ So OF = Ss” ie 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN. ITEM : 1(C) — REMOVALg@F JSIDEWALK. Yi \\ ‘ Ta a, ob © \ ITEM 20WOs¥E), — REMOVEIBRISTING CURB. | \ | C~ * VERT(300). 4’) MF&G(2BA.). F&G(1EA.). ITEM 60201(A) — INSTALL AE ITEM 60401(A) — CONSTRUG™ =D DOUBBE(2EA.). ITEM 15701(B) — INLET PRO! ITEM 50101 — CONSTRUCT STRUM 8” THICK WITH gas CONSTRUCT INVERT ITEM 60901(A) — CONS ITEM 61501 — CONSTR DEPARTMENT OF PUBLIC WORKS aie ca cons eave curs No \ OFFICE OF HIGHWAY ENGINEERING ITEM 61501 — CONSTRUCT CO} ETE SIDEWALK. \ V:\ ROUTE 31 ITEM 60401(A) — CONSTRUCT CURB INLET 6A—6 WITH (3’X2’) METAL \ ' PLAN FRAME AND VANED GRATE DOUBLE(2EA.). STA 97+00 TO 103+00 ’ + ITEM 63301(B) — REMOVE /REPLACE NEW PERMANENT SIGN. . ITEM TEM 20101 — G AND GRUBBING. CONDITIONING. rte ITE ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), % Z a TEN ASPHALT CONCRETE PAVEMENT GRADING "C”(WEDGE & LEVELING). "A” ,GRADING ”E”, TYPE 1V SMOOTH, WITH ANTISTRIP ADDITIVE. «| ITEM ITEM JT, GRADING RS-1 PLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM PLASTIC PAVEMENY MARK\NGS TYPE H, 4” YELLOW. M 41801 — ROADWAY RACONSTRUCTION FDP—1(SEE TYPICAL DETAIL). < \\) NS \S KC :«WS KS MSS SSS \S SS Sri SS WN AS NS . ‘eral NS NS NS NS WS WSS WS SS WSS NS WS WS NSS ~Y 45: SS Sn \ KN ert TT so A A a ari tty an Ue 1 Te x WS <GnEEP= ae Set aft ti rt | Te WN NV WS “SS >pratte \S 4nnan> rt TT \SS <i a eT iti \\ \\\ TTT eee NS aT iT) S nme NS WN SS WN SS WS a7 rT TT rT Li ar rT Te eri tad WSN NS AS SS NS VS WN <S0R085B NS Sco \G i =D rt tty SS M 60401(B) = CONSTRUCT INLET 0201(B) = INSTALL 30°X19” ELLIRAICAL REINFORCED CONCRETE PIPE CULVERT CLASS 1IV(56’). H (4’X4’) METAL FRAME AND GRATE(3EA.). NN K Se WSS Zaanep> a el on Chas>, ITEM 15701(B) — ITEM 25101 — GROUTED RIP RAP, CLASS Il. INLET PROTECTION. NS U\S Paseeps. ite Se Ase Ls 2 KS rite Po De aS Lis ati PasnEp=— Pasnep> ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6” THICK etry Q < S Ch Tis rr TS € CQNSTRUCT INVERT OF THE WATERWAY AT 6” DEPTH. WITH #1 W.W.M.(4 WIDTH), 4000PSI, SLOPE TO DRAIN. reek, PSE Boe ees e. <ee ERMA SIGN ITEM 63301(B) — REMOVE/R a 4 \ i.e ROUTE 31 PLAN STA 1035+00 TO 109+00 a a ITEM 20101 — KND CLEARING AND GRUBBING. ITEM 30301 — ROAD REQONDITIONING. XS ITEM 40301(A) WARM\ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), Se Us c= S S s = s Q CLASS \"A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ss s = Sty. es ss NS NS aw ITEM 40301(C) —\WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). << > e= SS NS ITEM 41202 — TACK COA RADING RS—1. = s Pw NS NS NS om ITEM 63401(A) — HERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. > pe. = Ss S c= Ss NS NS a ITEM Rt | N SN NS 63401(B) — T ERMOF PAVEMENT MARKINGS TYPE H, 4” YELLOW. SS <a Cc Lo oa | \' <S588) Pi ap BEB I o4nB a8 an ae die % frit Li Lip itl a Titty SanEE> ap yo TI EM 41801 — ROADWAY STRUCTION FDP—1(SEE TYPICAL). = cane : MB! se SeeeeP- » = % % MB! ITEM 60801 — ONSTRUCT PAVED CON ae WITH 1 W.W! 4’ WIDTH), PE TO DRAIN. ME 0 CONSTRUCT INVERT OF TH AT 6” DEPTH. eae — OQ Ww Ws ? Fi . ¢ ROUTE 31 al PLAN STA 109+00 TO 115+00 pr “a ITEM 30301 — ROAD RECONDITIONING. ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), CLASS ”A” ,GRADING "E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — WARM ASPHALT CONCRETE PAVEMENT GRADING ”C”(WEDGE & LEVELING). ITEM 41202 — TACK COAT, GRADING RS—1. ITEM 63401(A) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” WHITE. ITEM 63401(B) — THERMOPLASTIC PAVEMENT MARKINGS TYPE H, 4” YELLOW. wx + ITEM 63301(B) — REMOVE/REPLACE NEW PERMANENT SIGN ITEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). Ee a < wy ~~ = > ~ c= EX N EK s ac — cK ss SS SS \S s ew as NS SS SS SSS NSS esx NS NS MS NS SS NS SS ms ‘ s NS NS MSS = c= ew \ Ss = Ss — << aw NS SF cS — WS SS NS SS = NS NS NSS NSS aN Paann| e~ a <r se ae » = an Bae==8 Coo coco Oz cae \\ AT Ea a (ep) ITEM A0801 — CONSTRU ATERWAY THICK > us WITH W SI, SLOP O DRAIN | CONSTRUCT | WAY AT 4” DEPTH. 5 | “a ROUTE 31 PLAN STA 115+00 TO 121+00 | Se a ITEM 60801 — CONSTRUCT PAVED CONCRETE WATERWAY, 6 WITH 1 W.W.M.(4’ WIDTH), 4000PSI, SLOPE IN CONSTRUCT INVERT OF THE WATERWAY AT ITEM 30301 ITEM 20101 — CLEARING AND” GRWIREINC. — ROAD RECONDITIONING: > . ITEM 40301(A) — WARM ASPHALT CONCRETE PAVEMENT(2” SURFACE COURSE), DING.”E”, TYPE IV SMOOTH, WITH ANTISTRIP ADDITIVE. ITEM 40301(C) — RM ASPHAL TGONORETE PAVEMENT GRADING "C”(WEDGE é& LEVELING). sm a ITEM 41202 — TAC T, GRADING RS-1. ee ITEM 63401(A) — TH TIC PAVEMENT MARKINGS TYPE H, 4” WHITE. . aol em ITEM 63401(B) — TH oe IC PAVEMENT MARKINGS TYPE H, 4” YELLOW. a, A _ ITEM 20101 — REMOVE STUMP. = i \ XN ; SoH < N NN ~ NS aaa Pa -— ace NS N \S < = \ O cS N SS INN \ SS \S SS oss SS a | N SS = Se Sos ZF +H —-“ TEM 41801 — ROADWAY RECONSTRUCTION FDP—1(SEE TYPICAL DETAIL). o> | - VA as TA ZZ ——. 60401 WII METAL FRAME AND GRATE(2EA.). FORCED CONCRETE PIPE CULVERT CLASS 1V(56’) 0 ITEM 25107) 6ROUTED RAP, CLASS Il: ITEM 15701 D >) INLET PROTECTION. ae * wics = “f a ROUTE 31 PLAN alld STA 121+00 TO 12/7+00 Lites A os Se By Qt ONeD) oe . wy Se x io a | a — AG DWAY RECONSTRUCTION FDP—1(SEE TYPICAL). Zz 's —— — NS << NS NS SS c= e= SN SS XS é ’ NS MS MS SS SN NS AS \ “A <S Pe KG \SS SS 0101 8 SONSTRUCT, THI ICTURAL ETE WATERWAY, | SLOPE TO DRAIN sOSN RRA NY xX NS NS CON REINF., OF TH § TERWAY AT 4”. = SS ew SS \\ VRS enn ARK NS NS SN SS \S MS = SS xR \ NN \N \\ \N \ \N \S Se 5 q LRR WIN \N \ SR wR RRR N \N \ SS .- wy NSS KR \ —_ NSS CX NISL e\ Wy) ITEM 25101 — GROUTED RIP\RAP, CLASS Il. Pe | id 04 Ws RH WS Ga! -* aK “i \} ITEM ITEM 20101 30301 — END ROAD RECONDITIONING. 3 — END CLEARING AND GRUBBING. ITEM 40301(A) — END WARM ASPHALT CONCRETE PAVE T(2” SURFACE COURSBY, CLASS "A” ,GRADING-"E”, TYPE IV H, WITH ANTISTRIP ABDITIVE. ITEM 40301(C) — END WAR ASPHALT CONCRETE P NT GRADING ”C”( & LEVELING) y- ITEM 41201 — END TACK COAT, GRADING RS-—1. ITEM 63401 — END THERMOPLASTIC PAVEMENT DY 4 WHIT ITEM 63401(B) — THERMOPLASTIC PAVEMENT YELLO fe ROUTE 31 PLAN STA 127+00 TO 1424+12 » REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E1 97 OM Rea <0 Bey Say) RRA y WSS OS SS SSSA 4 COG, ay 4 00 wee SS ‘ KA i Kr SSS) \S KR Sy RRR 0 RR %. OSS RRL SNS 59) Se < Ox Oz O% pot prs © gx 0° w =x ES 1% RELOCATE INNOVATIVE UTILITY POLE. NE QO oS SS RQ") 40 sg SENT wh EX $y hans yw tes xo ot . S cI Se WW DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING Si aay! Bs ROUTE 31 O71 UTILITY PLAN RELOCATE WAPA/INNOVATIVE UTILITY POLE(2EA.) STA 04+00 TO 10+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E2 97 a> Il = i a Se SBS SVs <a> a “CLS Li im RS ri SIRs aan Ly ry i ~s eh OI Ss “I Ss 2 ae ~ Oo — LI os “OS ~< C- <r Iti =a am an mY <= ee <CyT (/ EMBAN Ry Ut oe ee YA 4 a | = PRAINAGE Foy tnt | pate] WA LT) or Va NBAN Ey iS Lh LA Lg D7 ses rT 15 SORE Sey, ap eee Wh mal Cr) $0 LL a Seta DOCS ee ROOt ‘on A rT ee A Cr) LL rT\ WA LA ay TA CCI Ya an VA RELOCATE an WA WAPA/INNOVATIVE UTILITY POLE. an WA an Se: Na os RELOCATE INNOVATIVE UTILITY POLE. i CD ti oo Sc ¥ Pl NZ onl SW 5 4) NES ARN WD LCA Cr} YU CN LA a a tT) YA an Ng WA CI AV a a an iN mt rT\ DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 28+00 TO 34+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) ES 97 =— / oS —T s CCTs <P “QT <“ s Ch CCTs “tis oo “OTT =P <i T “ALI ST oe SSS0e88 RELOCATE INNOVATIVE UTILITY POLE. ia oes See eeeR a2 <I .22ae— —<COTPs RELOCATE WAPA/INNOVATIVE UTILITY POLE. “ £ eee ~~ a i Ray, as eras =a <r s i> =<“ es Ep reed) 434 434 cpa] i e <—CTPs Sadede asada 434 “Os “<I SS 434 494 494499 ~ eee Ps ~V Osss RUSH t INE CPSP EP) 434 434 “OAL ae ad ae Sasada 444434 eee ee ee “TT ee OOS OOOh OOOn eee e KX “oT “TTT <I BOC BOC SOc) MK orate <P <Te “OS: toe oe) BOO SOO SOt SOOt “<r “ST ~ eee SOOe OOO eee SOC) Pes ee ~<VT ears ESC) SOc) “eT Lit SOR BOOS SOOt OOOe LCS “VI <I OOO Stee Eee) ESC) NY “OT Ss <T s Ps reer e DODt ia “IT SOOt SOOt OCS OOO “NT CNET phat) Lil es te) Eee eras TEP Pt <I DODt SOOt SOOt <cUTs ~-S ~1 SOOt ~ ~<T Os 2% =<“ Ss > <P aera BOC ts an a eres a 4 eee. tri eo “<I <Tps ts oe ~Ots its <> “Tes > <UlS ~“OitS an a Ss “QT DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 49+00 TO 45+00 SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vi VI-0081(002) E4 97 RELOCATE WAPA/INNOVATIVE UTILITY POLE. LTT 1 89 “Ls “lI <CCOCSs “OTS “TTS “ITT es “OTT Ss “TT Es <=VTT i se <CCTs >! SY “IT Liisi <63) ~O anne 4m sate cPa! “SOOT ° SSC 494 ade 45494 sade <CTs “QT “ITT TT wal 49454 494g¢ CPE PEP SOOT) ed ~<OPs de 49494 49499. <I —<VTT es COS 499999 Cpr! fastasase \N “QS “ITT “OT 45494 44 454 “VT ss Ps oe $4394 asada 454 <= ay \N “Qs | irs 4949599 434 <“ ee —<VT 4949999 “So <I Ts Spt) “IT “Qo <<“ es 254 i LYy eee tir <= DR 434 XO ils asada Sade Sasasaie 45454 —<SortTs “Te “QT Tr / 434 asad 434 <<“ es eae <lT S 434 CP a! 494 Seen. Cts “QS asada 494 q$¢ 434 “ITT Tt eee ee 434 SPL! CPE PEP) ~<TT s OTT ese sai 434 434 494 ee <—s “NT 49494 49494035 lethi< 49497 ee “Te <I TT O95 ° 434 Sasada 444494 494g¢ <=“ Ps <I <I cpa! 434 Seer cco Pepe _taaae ad 494999 434 434 ae a 434 499995 Sasadq See <= es 49454 <L s <CTte “Ot es ee aig eee eS <= a4 <I s i e Saeean— ° rw 494 RPD Pt) ade Co WOS <CCOT 494999 494 49494 OR 49454 494946 394 49494 49494 434 ¥uy Y DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 45+00 TO 51+00 SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vl VI-0081(002) ES 97 oO oO % 1 aad + gtitiit ase PS O85) ——ooe AeA [oa A Pp rrr Tr & cr a sooo sor x - PE Sse = Coe st ATH PEEEE D tw = = Ss — = = — prpebet 4, 19. = Dre an. eases atasad — = Wagaiess pees —— orb eePy <3 atqtatgtgd = = 4 4969494 434 494999999 Wa4q4g9g4%q4 aggadasda anagatasa 9 4g%g%q4 494g4g4 Jad sasasasa* 949994999 a4q%g4 —o mas oe EN NY, N agdgdg4ge 4949494 Waigdiada PPD PL! qgdgagada an SEEEERREEEe NS \\' 4949454 SQ SEE a Oea prbecerene Fis | 7a A\ 1 \\ fata <as, ee Brush U — — aera qos A ‘fas BRUSH LINE to tO Reger cra peepeREE Neier 514) ore rere Wiest eaat Wo ag tee ag Og tats Aa fates FepreeccPoreek a aetna easatad <= Esa atgs SEOEERSE ND Trust LUNE. RELOCATE INNOVATIVE UTILITY POLE. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING RELOCATE INNOVATIVE UTILITY POLE. ROUTE 31 UTILITY PLAN STA 357+00 TO 62+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E6 97 RRil HED BRUSH LINE No =) BRUSH LINE BRUSH LINE se Au eG ct BRY ga UNE Satetas Sees BX (Ce gas sas oan = 4494999944 agg ¢ 4099 @) 4g4g4q4 49499994 454 494 94G4 54 ag4g4a4 ‘ag4g4g4g4 45494g9 BRUSH_LINE 494 49454 494 eps! si BS sss 434 Hates 4 S a5 4 > adat asa a4 a4 454 we Aas GS CoEp yy we Ass a4 Gas Aas VA ad asy assy RELOCATE Aas3 % ‘a4 assy ad 70% So Qi “ass, iy fees ass, on! AAS4 aay doa’ as¢ fade aay Yas a4 ad ass ad RELOCATE WAPA/INNOVATIVE UTILITY POLE. aa ad fas 437 Ly % Yess & aad % aay a Yass as fas ‘$4 KS ‘a4 aay & ‘a4 ass SCO a 94, at bP) aty fade 437 Yhars A2y 429 Y ght DEPARTMENT OF PUBLIC WORKS % 439 bP) OFFICE OF HIGHWAY ENGINEERING ¥ So has Aad V£) ‘aa ROUTE 31 fad aay a, \ by as “y, fad UTILITY PLAN Una aia ‘a4 ‘$< STA 62+00 TO 6/7+00 429 ass bP) Ass SHEET | TOTAL REG | STATE PROJECT NO. SHEETS SE Vi VI-0081(002) E7 97 454 “oe aty 44 4449 ad 454. aS 454 454 ‘ada aay “hb ‘asa aay ag Ass? 494 XO % RELOCATE WAPA/INNOVATIVE UTILITY POLE. i Oe NN Ne DEPARTMENT OF PUBLIC WORKS KON OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 75+50 TO 80+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS SE Vl VI-0081(002) E8 97 % XD % vh Ze tO p—ao2) 4 Ny, Al WoO 2m oa ?PQ NS) mo a = = = U) \ ZOMSSSSSS 2 SISSISQNSS CRRRRRRRRKER <XO yy ~Yy cea 2 RRRRRRE LISS YY xe Spy > RRRRARRA re ORRRRRRRRRREP 2 2) Ae NISSAN ISN NS e— Se CO O 4 RERKRRKAY DS we IES $ ae 3 Ys SSS Pom Ae AS Ss CORRRRRRBARRA OY SO Sy RRRBRRRAG SS Oyyypypw>> Oe. RRR RRRRRRRR RRB SF SH XG, D oO ‘o Cees ie) NO Z SA * ° \ — \ ° % Zz \ we INNOVATIVE UNDERGROUND LINE. \ \ DEPARTMENT OF PUBLIC WORKS \ ° OFFICE OF HIGHWAY ENGINEERING ROUTE 31 UTILITY PLAN STA 91+00 TO 9/7+00 ao REG | STATE PROJECT SHEET | TOTAL y NO. SHEETS SE Vl NO VI-0081(002) E9 95 a ot oo oO Il +> A 0h? =ONoa = eo i eo) NH ODI@® OwWz WSs w\gsY Ye fal ew ee To BG = \ \ S—<a 8 A |= ——=a OQ, — \ 2 a annn Emma oor Lith \ 4 a a | gor _— E UTILYTY POLE oe RELOCATE WAPA/INNOVA 0) ee \ \Y \<s Ss p00} % & <P 00° La <j a PO van WW i Dy, ZS He] RA RR KR KS KORA CR SN x DSS RRR Oe Ui SS CRRA WN RRR NSS CRRA KY RRKA Cae: SSS) iss RRR \ = RSS RRR WSN RRR i O lyr» WY KY RRA SSN SSS ' RRO KSSH RRR) SONY IE 5S RRRR KOHD RH “SY 9AGG. NAS 4 (es SS €Us & \ \¥ 4ao DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING NS LS ROUTE 31 KS UTILITY PLAN STA 97+00 TO 103+00 \ REG STATE PROJECT SHEET | TOTAL NO. |SHEETS SE Vi VI-0081(002) FI 97 Ve) 33uL By fe! AN \\) rN yy ath Ly he [pre vag) AO a\ RELOCATE FENCE 3° TO THE SOUTH Za: 5 E> WY "a e MX Py + tery i [605 [60 96000 iy ay RE Soo Uppy ar PLOT 181 & @P > \ Ss Ss ae Ss ‘ PNR 4 BT PLOT 180 C24. 14 FOR INFORMATIONAL PURPOSES ONLY DRAINAGE EASEMENT A” AREA 202. §5SF PLOT 1/8 FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 31 PLAN STA Q09+00 TO 14+00 REG | STATE PROJECT SHEET | TOTAL <> =<cps NO. |SHEETS| <> <P <C> <> PLOT 34 SE Vi VI-0081(002) F2 97 —<—Te- <cT?s =< =< <CCes <—op- oer + 4" 4 + OR C= | nD —_ 7~ “et TTT <CoCTh <cotr / ERR St] < SOs <=“ <P SS =<CLUPSs =<CLPs <UL s CLES age —<CLES <—ESss <“ES / <Ss <i Lac~— = TES PLOT 35 =CCESs >.> Ss <C> <== Se <CCEea SEBS Sy) 7A Sa i! \- ae SEES <== <CESs <CESs CES <C> <Cce= Sp <C> —<TE= —<=lES PLOT 2/7 © SS <—S. =< <<“ TSe EL “SSS SASe SS =CSSELT a. Sns SEMAN fl] <CEHe SES Se “AE a oS SSS a a> CE Sr <r <CS >< 2 pS SERS = “ES 5 SS —— <l <> =i <r SSS Ss am SES ORS SES Nes. —— S55 SS —— SS RELOCATE FENCE 3° TO 5° SOUTH SSS S OF CURRENT LOCATION. Sux SX PROPERTY ACQUISITION REQUIRED ”B”. AREA 1,/95.96SF ey PLOT 4A FOR INFORMATION PURPOSES /OWLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 81 PLAN STA 34+50 TO 40+00 VE LOld PLOT 2D DRAINAGE EASEMENT "EY y AREA 3,724.60SF Cet BS PLOT aN \ @ A A aN a, 4 at 4 ts fy se + + ° as af as tn ° <i < + . ° 2H REG | STATE PROJECT wet Alas SE VI | Vi-0081(002) F3 | 97 PLOT 2F Lif Qo ++ +s e+ +s a+ + oo os 36 +s 36 +s a+ +s + + PROPERTY ACQUISITION REQUIRED °C” AREA 1,609.354SF DRAINAGE EASEMENT ”D” AREA 845.350SF FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 81 PLAN STA 78+50 10 84+00 REG | STATE PROJECT SHEET | TOTAL NO. SHEETS| SE Vi VI-0081(002) F4 97 na a2) mz WoO 2o oa ? oD 2p no ee \ \ee ———~ ae Ex —e <a — —— So ——— ESS ——— —— — oe ——— —— —— U) —— ——— eo —— ——— ——— —— oS> —_ —— eo ——e ES — ——Oo ——— —— — EF — EF == —_ — S <—S> 2 — = —3 = one 2 —3— Ee ES —— 4b ES ——_ ES CO SAS Pa oa = 8 ———— oe —— eo —_ SE SA. ES ———_ oS ~ SS PWD 2543—-A 68 EK —a SS oe - <P oooN <4 aS Se PN xX Se Se SS yy SS <b <i | =a =< W <a Cc > S LL DRAINAGE EASEMENT °F” ZF rrr) AREA 4,450.00SF NN ) Z| Z) SH, </ FOR INFORMATIONAL PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS a Me OFFICE OF HIGHWAY ENGINEERING Y7 % oS ZG ROUTE 81 b</ Ly C) yY Yd PLAN Ke My STA 95+00 TO 98+00 ke, ? Me REG | STATE PROJECT SHEET | TOTAL LT NO. |SHEETS SE VI | VI-0081(002) F5 97 ! y — WH \ 2 a O2—® S ———- = — \ —— D-(E Ca ES NX % cob— ee’ oS y Me Me 36CASTLE COAK\ 2s oe Me Me PWD 2335 li —\ 4 My Y ABR Oe 7 MG Brea| PMD Ma Y god Me My \\ a vw Q) oO Y Bo) Y “Ep \ pe NN by ‘oY === Y iy SX 4 iy Ab SF SS Ww SSO CZKEEK > @ Cee J he Or ~~ LK ec y) Lp Y§ Ns ( AW ) \Y) a. Le DRAINAGE EASEMENT °F \ —_ AREA 4,450.00SF OFA PETERS REST KS \\; FOR INFORMATIONAL Yoo z PURPOSES ONLY \\\\s DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING OF PETERS REST \ PWD 9335 PLAN STA 98+00 TO 104+00 REG | STATE PROJECT SHEET | TOTAL NO. |SHEETS| SE VI | vi-0081(002) F6 97 \ EE \ Corr tT Oe Toor Ca Ad WN 8 io WN WS NS SSS \S NY NS SS WN AWS N' NS Protea SS S =<2800 > ateT i Th \ So N \\ \\ ‘Ss aaa \ LY as v \ Ny WS xt had FOR INFORMATIONAL rs BoD PURPOSES ONLY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING ROUTE 81 PLAN STA 121+00 TO 127+00 LEGEND TABLE # 1 SIGNAL HEADS SIGNAL HEAD NUMBER NUMBER AND TYPE MOUNTING VISOR BACKPLATE 2” ELECT. CONDUIT 3” ELECT. CONDUIT EXISTING CONDUIT SIZE 1 PULL BOX 2,3,5,6,8,9,11,12 8—POLYCARB/LED/(A) | MAST ARM | TUNNEL [5” LOUVERED 1,4,7,10 4—POLYCARB/LED/(B)| MAST ARM | TUNNEL [5” LOUVERED 13, 1—POLYCARB/LED/(P)| POLE CRATE - 14,15.16,17,18 5—POLYCARB/LED/(P) | CLAMP CRATE = EXISTING SIZE ll PULL BOX SIZE III PULL BOX SIGNAL HEAD WITH BACKPLATE TABLE # 2 MAST ARMS & POLES PEDESTRIAN SIGNAL POLE WALK AND DON’T WALK CONTROLLER VIDEO DETECTOR DETECTION ZONE DETECTOR LOOP STREET NAME SIGN LUMINAIRE WITH MAST ARM 130 WATTS LOCATION TYPE MAST ARMS FOUNDATION A 26’ MA COMBO 35° T.S. & 10° LUM TAPERED S-35 B 26’ MA COMBO 30° T.S. & 10° LUM TAPERED S-30 Cc 22’ MA COMBO 55°/35° T.S. & 8’ LUM STRAIGHT S-25 D 8 NONE S-2 E F LUMINAIRE BY OTHERS MAST ARM WITH POLE MAST ARM & POLE W/ABOVE SYMBOLS SIGNAL HEAD NO. (TABLE NO. 1) (A) (B) (P) SPIKE OWE ODO SIGNAL HEAD CONFIGURATION 12” LENSES LED WITH 5” BACKPLATES 48” TREE GY ke Ie ITEM 63601(A) [POLE _"C” | REG | STATE} PROJECT SHEET | TOTAL ae No. |SHEETS| 5 \ \ew SE vl ViI-0081(002) FA1 97 \ a 3 vot NO —_ ITEM-495601(A) iON, |POLE A” | : \ STA. 100+42, 39’RT On : (ROUTE 81 N) ey EE ITEM 63601(A) [POLE _”B” | STA. 100+43, 39°LT ITEM 63601(A) —4B POLE "D” (3) STA. 100+94, 26’LT. BO DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING STA. 101+03, 43’RT (ROUTE 81 S) SION FARM ROUTE 81 SIGNAL PLAN INTERSECTION Vv Provide sufficient Note: Section A a7 Section B 7 ~ Flow Front View Max. staple spacing 6” Section A / Staple O Zit i Section B Staple Va NX Posts Top View JOINING TWO ADJACENT SILT FENCE SECTIONS Max. spacing 6° | | ength to prevent water from flow around the end of the silt fence i V V SILT FENCE INSTALLATION IN A DRAINAGE DITCH Use drainage ditch installation for low flow conditions only when specified on Erosion Control Plan. Existing grown (undisturbed) Elevation Varies 7 i Fl 2 Max. spacing 10’ “ow 5 iva) 3s i Plan oO SILT FENCE INSTALLATION AT TOE OF FILL Post min. b ad above groun plow Post driven min. into ground Note: _ Alternate pre-assembled silt fence options will be allowed as long as specified minimums are satisfied. Follow manufacturer's information for installation procedures. Min. 36” long post / Geotextile fabric Backfilled and compacted soil NOT TO SCALE SHEET | TOTAL REG STATE PROJECT NO. |SHEETS SE VI VI-0081¢ 002) Gi 97 Fill slope DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SILT FENCE DETAIL 15701(A) 2” X 4” Wood frame (1 m) Bury geotextile a depth of 82” min. below i" ground line. Geotextile, Type I V Frame ———— Drop inlet with grate Gather excess at corners SILT FENCE DROP INLET PROTECTION (TYPE A) Note: Use Type A inlet protection in sump locations only. Gravel filte Sediment laden runoff Accumulated sedime ni Ml il : TI | Tie. PROJECT SE VI VI-0081¢ 002) Extend mesh (typ.) 0 =I: eee LA Wire mesh ie TTT TERT EPO T PTT Teed GRAVEL AND WIRE MESH DROP Note: ve ve ve ve vs ve [es ee ee ee INLET PROTECTION (TYPE B) Use Type B inlet protection only in sump locations where heavy concentrated flows are not expected. Do not use where ponding around the structure might cause inconvenience or damage. Wire mes Concrete block A 2” x 2 wood frame Accumulated sediment Gravel filter SECTION A-A BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C) General Notes: 1. For gravel filters use 2” — 2. Use wire mesh with 3” diameter coarse aggregate. 1/2” «2 1/2” openings. (not to scale) Curb inlet va wv ™~, wv wv wv a wv wv wv wv wv vv B | v vwrvrvvy v wv wv . wv wv wv wv wv wv wv vvey . . . . “Ae . vv wv v wv wl? . id “ ely wv wv . > . ft ee Se Wire me Emergency overflow 2” x 4” Anchor (typ.) Sandbag (typ.) Spacer (typ.) Concrete blopecross entire Gravel filter Sediment laden runoff Accumulated sediment Curb inle Wood stud, used to retain concrete blocks SECTION B-B CURB INLET PROTECTION, BLOCK AND GRAVEL (TYPE D) opening length) Sand bag or Z —~. alternate weight SECTION C-C CURB INLET PROTECTION, WOODEN WEIR (TYPE E) Curb inlet i DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING TEMPORARY INLET PROTECTION DETAIL 15701¢ BD Existing slope 3:1 or steeper R BENCHING DETAIL A SLOPES STEEPER THAN 17:3 Existing slope Flatter than 3:1 Oe MAX Embankment \ \ \ \ TaN ~~ 12” max (Typ.) SSS), | Backfill layer WN 95” (Typ. ) (See note 3) Embankment 1 2 oh) Typ BENCHING DETAIL B SLOPES FLATTER THAN 1:3 IASSS3N ZZ Neen 12” max (Typ.) SS | Backfill layer KANSSSSAA Varies (See note 4) SHEET | TOTAL REG STATE PROJECT NO. |SHEETS SE VI VI-0081¢ 002) G3 97 NOTES: 1. Where the embankment foundation is a hillside or another existing embankment, the foundation must be benched while the embankment is being constructed. For slopes 3:1 or steeper, refer to Benching Detail A. Cut & ft wide horizontal benches in the existing slope. Bench the slope as the embankment is placed and compacted in 71 ft thick layers until a backfill height of 4 ft is reached. Excavate and backfill in a similar manner until the top of slope is reached. For slopes flatter than 3:1, refer to Benching Detail B. Cut into the existing slope until a maximum heigth of 1 ft is reached, allowing the horizontal distance to vary. Place embankment material. Excavate and backfill in a similar manner until the top of slope is reached. Benching is considered incidental to the item of roadway excavation and no additional measurement of quantity or payment will be made for benching. Refer to Section 204 for benching specifications. Backfill material to be used shall be tailings free of any roots, vegetation or other unsuitable materials. Non-swelling soils with a plasticity index of less than 20 must be compacted to a minumum of 96% dry density. NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING EMBANKMENT BENCHING DETAIL DETAIL 20401(C) REG | STATE PROVECT SHEET | gTAL OUTLET WITHOUT DITCH PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES SE VI VI-0081¢ 002) G4 97 SE. CULVERT LENGTH | DEPTH |\ESTIMATED| ESTIMATED B manive B SIZE | RIPRAP OF OF RIPRAP_ \GEOTEXTILE D “d D CLASS APRON APRON | QUANTITY | QUANTITY NOTE: <p | (inches) Z H (CY) (SY) . la = (feet) (feet) Pak 12 2 4 5 Z S 1. Use for aprons serving culverts with D 48 2 6 Lo 22 9 slopes of less than 10%. a 24 2 8 LS 3.9 14 2(Min.) |, Vn 30 3 12.5 2 10.9 28 2. Furnish geotextile conforming to 1 Lz SECTION 2 2 , : = 4 z. é 2 Z Subsection 714.01(a). PLAN VIEW PLAN VIEW 48 4 24 2.5 44.5 79 3. Excavation for placement of riprap CULVERT WITH STANDARD CULVERT WITHOUT STANDARD 12 2 6 LS L7 8 will not be measured ror payment. END SECTION END SECTION 2 8 L5 32 12 WITHOUT : 2 10 LS 5.2 17 Original END 4 14.5 2 1L3.3 PF ground SECTION J 17 2 15.0 JSF Original 4 23 25 38.7 70 ground 4 26 25 49.8 37 Variable slope ~ zi ee Soe = RITE ~ Geotextifé (min.) Geotextile SECTION A-A SECTION B-B PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH Cc ro ~ OUTLET WITH DITCH PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES SN SN CULVERT LENGTH | DEPTH | reTIMATED| ESTIMATED Dm } as Do £6 A g E SIZE | RIPRAP| bao w la eo wy | RIPRAP |GEOTEXTILE | ose Ss + 4 ms £< | ~D CLASS g ROW | QUANTITY | QUANTITY Q G g a a N ‘ Q s + a as (inches) (feet) (feet) (CY) (SY) & S BS 2 2 4 L5 0.9 5 an Q an Q 18 2 6 LS 2 8 | ob PALO 24 2 8 LS 3.6 13 L 2 L We 30 Ej 12.5 2 23 24 c me c sécrion |___36 3 15 2 13.4 52 PLAN VIEW PLAN VIEW 42 4 21 25 273 53 48 4 24 25 35.6 65 CULVERT WITH STANDARD CULVERT WITHOUT STANDARD 12 2 6 LS 14 6 END SECTION END SECTION 18 2 8 LS 27 10 WHHoUT 24 2 10 LS 45 15 4D 30 Ej 14.5 2 10.8 27 - ) Sloped 1V:2H _ igi END or fatter orginal orga SECTION I6 3 i7 2 15.2 I6 Match existing Match existing = 2 2 <2 or — Original ditch slope Q Q ditch slope Q . 4 , ground NIE x & NOT TO SCALE Geotextile Qa? ~ WIA DEPARTMENT OF PUBLIC WORKS NE RST ats i rs OFFICE OF HIGHWAY ENGINEERING Ne & 7 <= om cece ceo PLACED RIP RAP SECTION C-C SECTION D-D SECTION E-E AT CULVERT UUTLETS PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH DETAIL 25101 pavement. Engineer. 4. Safety Edge will not be measured for payment. 5. Wo separate payment will be made for the construction of the Safety Edge. All work associated in the Safety Edge construction shall be integral to the pavernent work and shall be included in the contract pricing for those pay items. ASPHALT PAVEMENT SAFETY EDGE 2. Utilize an approved Safety Edge system that /s adjustable to accommodate varying paving thicknesses. J. All Safety Edge systems to be used for the purpose of creating a Safety Edge must meet the approval of the Engineer. The Engineer nay require proof that the system has been used on previous projects with acceptable results or may require a test section constructed prior to the beginning of work to demonstrate the edge shape and compaction to the satisfaction of the 1. Utilize an approved Safety Edge system to create a sloped edge profile onto the roadway shoulder. Utilize an approved Safety Edge system that cormpacts the AC and provides a sloped wedge equal to1.:1.2 to 1:2.0 measured trom the pavement surface cross s/ope extended. The use ofa single plate strike off /s not allowed. The Safety Edge shall be constructed monolithically with the AC NOT TO SCALE SHEET | TOTAL REG | STATE PROJECT NO. |SHEETS Asphalt ove SE VI VI-0081¢ 002) GS 97 (Final course) OVERLAY Saw cut (Depth equals ”d”) | d — Inches Transition Length — Feet d al | ¢ 1 20 Existing asphalt pexement a EE ————— | 1.5 30 TT Existing base cowrse| 2 40 | —— Remove pavement (mill) 2.5 50 3 60 Transition length variable (See table) ASPHALT PAVEMENT MILLING Normal edge , . of trave/ al. 4'& Varies 7 Jane Shoulder New pavement Existing pavement 8% Proposed shoulder ° Max. & (See Typica/ varies Sections) Exlsting ground DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL ASPHALT PAVEMENT MILLING & SAFETY EDGE DETAIL 40301 /41301 Existing Asphalt Surface Edge of Pavement \, Sawceut Line _ Sawcut Line SHOULDER MILL EXISTING PAVEMENT a DISTRESSED AREA ; Va FULL DEPTH PATCH TYPE-1 PROJECT VI-0081¢ 002) FULL DEPTH PATCH TYPE-—1 (FDP—1) 41803 1. 2. Mill existing asphalt Pavement 12” minmum from. the distressed area or areas shown on the plan. Excavate to a Depth of 18” or to a depth specified by the engineer. Stabilize subgrade. . Backfill With approved aggregate grading °C”, and place a minmum of two lifts and compact to 95% standard proctor density. . Place 3” Warm Mix Asphaltic Concrete and Compact To Provide a Level Surface With Top of Existing Road Surface. EXCAVATE ROADWAY 18” DEPTH OR AS DIRECTED BY THE CO-FDP, TYPE 1. COMPACT AGGREGATE BASE GRADING ”C” 15” DEPTH PLACE HOT MIX ASPHALT CONCRETE(BASE) 3” THICK DISTRESSED AREA | 12” MIN. } } } MILL EXISTING PAVEMENT EXISTING BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL FULL DEPTH ASPHALT PAVEMENT PATCHING DETAIL 41801 SHEET | TOTAL REG STATE PROJECT NO T SE VI VI-0081¢ 002) G7 97 1. EXCAVATION AND AGGREGATE GRADING ”C” 12” DEPTH WILL BE SUBSIDIARY TO THIS ITEM 50101 REINFORCEMENT I[S ALSO SUBSIDIARY TO THIS ITEM OF WORK. 2. USE 4000PSI PORTLAND CEMENT CONCRETE WITH #4 REINFORCEMENT ON 12” CENTERS 3. ANY SAW CUTTING REQUIRED TO OBTAIN A NEAT STRAIGHT EDGE WILL BE SUBSIDIARY TO THIS ITEM. VARIES(SEE PLAN) 2”TO 4” INVERT Un REINFORCEMENT ON 12” CENTERS qV g ® a a A _ Vv e 4, OSOSO Loe, 56.6 SEL E ses oe BE HERES ce a xy — BO ys Ma HAAS O= JS 5050-0. LOW WATERWAY CROSSING DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL STRUCTURAL CONCRETE LOW WATERWAY CROSSING NOT TO SCALE DETAIL 50101 REG STATE PROJECT NO SHEETS SE VI VI-0081¢ 002) G8 97 1. EXCAVATION AND AGGREGATE GRADING ”C” 12” DEPTH WILL BE SUBSIDIARY TO THIS ITEM 50201 REINFORCEMENT IS ALSO SUBSIDIARY TO THIS ITEM OF WORK. 2. USE 4000PSI PORTLAND CEMENT CONCRETE WITH #4 REINFORCEMENT ON 12” CENTERS 3. ANY SAW CUTTING REQUIRED TO OBTAIN A NEAT STRAIGHT EDCE WILL BE SUBSIDIARY TO THIS ITEM. 10 10 1.5% SLOPE 1.5% SLOPE #4 REINFORCEMENT ON 12” CENTERS x ie EE ey xy amas SOE REE ist CC ) Sod SZ AKA ——Ca CONCRETE PAVEMENT RESTORATION DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL CONCRETE PAVEMENT RESTORATION DETAIL 50201 PROJECT VI-0081¢ 002) CUNCRETE ROUND PIPE CULVERT FILL HEIGHT AND PIPE CLASS TABLE NOTE: PIPE EMBANKMENT TRENCH SIZE [MINIMUM | CLASS u|ctass m| cass 1v| class v|{ctass i] cass i1|cLass iv | CLASS V 1, When directed, camber pipe culverts upward from a chord through the DIAMETER COVER inlet and outlet inverts an ordinate amount equal to 1% of the pipe INCHES | INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET length. Develop camber on a parabolic curve. If the midpoint elevation le 24 11 11 16 23 18 18 37 on the parabolic curve as designed exceeds the elevation of the inlet 18 24 10 10 25 39 14 14 45 i i i i 34 ry i 7 3 31 5 5 40 invert, reduce the amount of camber or increase the pipe culvert gradient. 30 24 9 13 16 35 13 7 46 36 24 9 9 20 41 11 4 56 . Measure minimum cover from the top of the pipe culvert to the subgrade 48 = is 4 ce +t ig i = for flexible pavements, and to the top of the pavement for rigid pavements 72 24 13 7 31 41 6 20 49 Measure maximum fill height from the top of the pipe to the top of the 84 24 13 9 31 5 23 pavement for both flexible and rigid pavements. 96 24 13 20 16 24 108 24 16 20 19 26 . Pipe compaction limits shown are for pipe installation in an embankment. Finished Subgrade or embankment height before For pipe, installation in a trench, the compaction limits shall be the walls Finished Subgrode trench excavatign _ * _ . Where unyielding or unstobkle material is encountered, install the pipe Roadway Embankment culvert according to the limits of pipe compaction shown on standard Limits of Pipe Compaction 602-3. . When grades exceed 10%, install supplemental concrete pipe ties on pipe LEGEND: culvert or install bell and spigot pipe. » D AXt8 Maximum fill heights for pipe culvert installations may be increased SSopenaing Material on approval of site-specific structural pipe designs meeting the criteria of AASHTO Standard Specifications for Highway Bridges. Approved granular material or fine compactable soil placed in layers not exceeding 6” compacted depth. Embankment material placed in layers not Class B Bedding exceeding 6”compacted depth. Material Material Embankment slop Impermeoble backfill material (“4 EMBANKMENT INSTALLATION TRENCH INSTALLATION End Pipe culvert treatme Cl) Piping Plug" e'l SECTION A-A MINIMUM SPACING |, (See Tabled Do not install fastener over pipe joint. Ln Construct oa piping plug of impermeable backfill 1/-5” max. a material at the pipe inlet where granular Tapered Holes permitted material is used for backfill, 1 1/4 ” dia. Hole fbr3” min when precast Vemma 1” dia. Joint tie PIPING PLUG NOT TO SCALE MINIMUM SPACING nee aa \ tes DIAMETER SOPSSRS: = ASSN SED ee eye \\ ) EMBANKMENT| TRENCH WO Ring if requiréd 2" Max. Typ. Nt) DEPARTMENT OF PUBLIC WORKS INCHES : OFFICE OF HIGHWAY ENGINEERING 12-36 15" 2H | 2’-9 1/2 " max. | DETAIL 36-96 Wp 72’ DOVER 96 48” Je" 2’-6 172 ” min. PLACEMENT OF HOLES CONCRETE PIPE MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE CULVERT INSTALLATION DETAIL 60201(A)/(B) PROJECT VI-0081¢ 002) Notes: 1. All headwalls are oriented parallel to the roadway centerline unless otherwise indicated on the plans or by the CO. 2. When pipes are on a skew, adapt and lengthen headwalls as directed. 3. Chamfer all exposed corners not rounded to 3/4 ”. 4. Quantities shown are for one headwall with pipe at right angles. 5. Construct headwalls using dimensions shown under values for 1 1/2:1 slope, unless otherwise designated by the CO. 6. Provide reinforcing bars 0.9L or 0.9L’ long. - “om 7. Place a 4” depth concrete apron with #6 (6"x6") W.W.M. NY 3 : . 3’ from concrete footing of the headwall. #4 Bars @ 9” max. spacings (Each Way) “Aggregate base : iS (65 FRONT ELEVATION SIDE ELEVATION HEADWALL FOR CIRCULAR PIPE HEADWALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 15” 18” 21” or 2427” or 30"|33” or 36” 23” x 14°|80" x 19"|84" x 22" 38” x 24" 42” 2 27"|45" x 29" |49" x 32”|63” x 34"|60" x 38 0’-9”"| 0° P ’-0” *-0” 0’-9”| 0’ -10” O’-11” O’-117 1°-0”"| 1°-0” 1’°-0"| 1°-0” 7’-3"| 7°-6"| 1’-9” 7-6" 71-8" 1-9"| P=-10% 1-11) V-11P 1-11 77-9” *-2”) 2’-6” 17 2’-1” *-4” 2’-5"| 2’-7"| 2’-8” 2’-9"| 3-3” 1 *-10” 2’-3” | 2’-5"| 2’-8” | 2’-107 3’-2” 0’-9 0’-9 9 0 4-5 -1 ’ ’ _ id ’ > 3” ? 7” 9 Fy ” > 0’-8 0’-8” 1-1 r-2"| 7 7 7’-8"| 7° 1’-3” i 1’-2"| 1 ” 0’-9” 2 ” 0’-9” 0 ” 4’-2” ” 4-7" 4 1 *-8” 0’-8”| 0 2-10 3- 5-5" | 7 o’-27 10°-14"12°-1"| 12°-11” 137-0 1’-17f 2’-6”| 2’-10” 3-6"| 3'-9"| 4-1"| 4-5"| 5-0” cU. YDS. CONCRETE YDS. CONCRETE 0.492 0.697 1.319| 2.067 | 2.947 . Pi 0.502 0.855| 1.236 . 1.8117) 2.101 | 2.512 2.801 | 2.969 0.521 | 0.739 1.3898 | 2.198 | 3.145 ’ ” ’ ” Fy 1- 0’-9” ” io 7” 4- 8-6 1 ” ’ ” 2 ” 2-2 6 -6 2-0 2-6 EB -8” 0’-9” 0’-9” 2 3-9 4-3 4) 8’-0"| 10°-0" 0-8 ) 2- 1 E 3 ” 5°-0” 6’- DIS [A] SS 1a] ty > -5 -1 -7” 3” 3 2 6 FOR DBL. ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT 15” » |21” or 24°27" or 30"\33" or 36” 0-8” 1’-0” 1” "=9” 1-7 1 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS 1 °_-6” OFFICE OF HIGHWAY ENGINEERING = MINOR CONCRETE os vost comenSTa HEADWALL FOR CULVERT 1.819| 2.067 | 2. DETAIL 1.398| 2.198 | 3. Sheet No. 60101 ” ’ ” 0 4’ 0-8 2’-11' 5°-0” PROJECT VI-0081¢ 002) HEADWALL FOR DOUBLE PIPE CULVERT DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES 12” (min.) QUARE HEADWA 15° SKEW 30° SKEW ashers NOTES: B L ICONCISTEEL L |CONCSTEEL L ICONCSTEEL ft_| ft] Ib ft_|_ ft | Ib ft_|_ ft | Ib 13.8 | 54.71189.6 14.8 | 56.5|205.0 16.1[ 63.2 [216.0 16.1| 65.7/222.7 16.7 | 68.9|227.1 18.4] 77.0 [253.5] 18.0 | 77.3|253.9 19.0 | 80.2|264.6 210 [89.3 1297.6 20.0] 89.0/313.1 21.0[ 91.81321.9 23.31102.4|366.0 22.0 6343.9 23.0[104.21363.8 25.61116.51412.3 25.3 5/405.4 24.6 [125.71381.4] 27.6 |140.2/429.9 26.2 445.4 26.9[133.11449.7 29.5 1148. 7/493.8 28.2 3478.4 28.9/147.3487.2 32.5|164.6/551.1 29.5 509.4 30.51157.51522.5] 34.8 1175.91599.6 31.5 0571.0 32.8[173.01606.3 36.7 1193.21683.4| 33.5 621.7 34.4 /188.91643.7] 38.7 [210.81727.5 35.1 652.6 36.4 /203. 1676.8 40.4 |226.41751.8 37.1 698.9 38.1/220.0709.9 42.3 |245.4|787.0 38.7 |226.71769.4 40.0[234.8795.9 44.9 |262.01895.1 40.7 |244.4/815.7 41.7 [252.9837.7 46.9 |282.21945.8 42.3 |259.6851.d 43.6 |268.41879.6 48.6 |299.81985.4| 44.31278.3936.9 45.3 [288.2961.2 50.5 1321.41073.4 45.9 (294.5983. 47.2|305.1011.9 52.5 1340.4] 135.4 47.2 1308.31020.] 48.91319.4053.4 55.11356.01 199.4 48.9 [325.21 104.5 50.9(336.5 153.¢ 57.11375.71300.1 50.9[346. 11 168.4 52.5[358.1203.4 58.7 1399.4] 349.2 52.5/363.71219. 54.5(376.5 258.4 60.7 1420.21415.4 54.5 1385.31 269.4 56.41398.4318.4 445.01457.2 x= > > ¥ 1. Concrete conforms to Section 601. Pour concrete monolithically. Chamfer all 10 hex nuts exposed edges St4 and finish all exposed 2” (max.) surfaces with a Class 1 ordinary finish. 2. Cl for reinforcing steel is 2” unl M10 HOOK BOLT DETAILS Clearance for reinforcing steel is 2° unless Cound ew I Fy| > PS ES Joo Is Jon oo | Jon loo [ty [OHO [OT IN [DCO IN| co ° fom (onal |e OO KO J00 ko foo|wiJo> (0 |o0|Joo|on|_., {0 |o0|o0|~iJo>|on|_, . Headwall dimension ”H” may be reduced in ! ‘ \ solid rock provided the wall is keyed into Roadway \i4 : the rock at least 12°. Excavate dnd a 90 backfill according to Section 209. B . Set hook. bolts on nominal 18” centers kew Angle L LO J00|00 No | |on as |, IDO] O0 INI [aT TR [eu | | JO] | [ONO | 01- kO |00|00|NIJNi > fon fon ow around pipe perimeter at_center of headwall. Hook bolts conform to ASTM A307. Galvanize according to ASTM A153. IND J [A [A | [| | | Joolr uns Ino[rolo NI®ISININ [oof 5/o MIolololylwlnlolo * Culvert . For installations with more than two pipe culverts, increase the dimension Land all quantities shown for double pipe installation by adding a length equal to dimension B= and the incremental change in quantities for each additional pipe culvert. NA IOJO|OJONI@ ION IAIN 110 MNO JOJols [aA] Ts Joo 0000 Io JNo|N OVO |! A {0,0 [0.0 |00|00|00\co NINN Nso>|o>|0>Jo> [en fenfenfon}s |p Ro J JA | J J J J J J J | [J lo . For skews other than thosg shown, myltiply quantities and dimensions A, B & L for square headwalls by secant of the skew angle. TYPICAL HALF PLAN . Final quantities will be determined by using the tables on this standard. HEADWALL FOR SINGLE PIPE CULVERT Varies DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES [ : : 1 BQUARE HEADWAL, 15° SKEW 30° SKEW 45° _SKE L ICONCSTEEL CONC STEEL CONCSTEEL] L |CONCISTEEU | | ft5 | |b ft3_| Ib ft3 | Ib ft3 |_ Ib : 32.11108.0 33.2 1116.8) 37.1|130.1 45.2 1154.3 ; Ky Ls [C01 | | |O 1D] | [CO 1D |B | [C0 [D/A IN [CO NIB JIN [co OPO PA TE PATS PATS lanl lon loo i [en] JO JN [U0 Jeo {0 [60 J00 [00 INNO on Jno Ls [os fen Ih ||OPS 1P>— Mot IoOfa ofA SATS Pao lela Eo Joao ty IN|@JOJOIN ea ots Wulf [is lool lon loo a (en O[OIN JOO IN [yo Ol NNO FAIA NISL TSE [oo 00 Joo fi [en JOJO |! DDION AS II IN IN | 1 [60 19 JOO IN NI |B IGIN | 1O LOIN Jala to [Ew Es JO [ea TOu INR FR Nu | 00 [00 |00 fen en]. N|>|O|d|o|oloNIN lalallala |aIn|—|-jo NINININISINININININE EE IF] /4/6 1 IE Pa PP PH PP PH PG O00 JOO INI INI Jo OTN LS IG I JS J | |O Jsjofo}ofol.Jol.Joli.JoliJoli|lJoJolo RO IN INN [> [A I} | | J J | [a J] lJ [a la la NIN] Joon SLs [Gal fp Joo [© | [NI [e) angle, and slope bevel in the field have been approved. | a . Do not order materials until the length, skew as I Saal ent aa [CO > |S Fs (0 | FS Ls 0 J HA Es KO LAI JO NIA IN [co] ny I ar Ih ie Ke) IO 0 INI JOTI INd [© JO [00 | In| Jno [O }- 39 2[130.1 40.6[141.1 45.21152.1 55,4183.0 46.6[156.5 48.4 [156.5 53,7764 65.7213.8 See Hoo 54.4 [200.6 56.5 [196.2 62.9213.8 77, 064.6 Bolt Detdi 62.9213.8 65.01218.4 72.4 246.9 97.6 69.6 1229.3 72.01240.3 80.5 266.8 630.7 0.5L 0.5L tL2"| 78.8273.4 91.61277.8 91.11817.5 585.8 L 423.3 87.2 |297.6) 90.4 |308.6 101.0)341.7 98.5 1330.7! 101.7|341.7 113.7/374.8 465.2 SINGLE PIPE CULVERT SECTION A-A D31.3 108.8)374.8 112.7|388.0) 125.71436.5 4b ' , . ” ars at equal spgc 117.6/407.8 121.5]425.5 135.6/471.8 pio fot » “(max both facds 198.81645.9 A | ai 723.1 | | 784.8 828.9 ISOMETRIC VIEW 919.3 972.2 029.5 rie NOT TO SCALE 247. 291.9 DEPARTMENT OF PUBLIC WORKS A OFFICE OF HIGHWAY ENGINEERING DOUBLE PIPE CULVERT STRUCTURAL CUNCRETE HEADWALLS HEADWALL FUR DOUBLE PIPE CULVERT DETAIL Sheet No. 2 60101 mp [COIN 00 JO> Jon on | 132.41429.9 140.6/463.0 154.71515.9 165.3/555.6 178.3/595.2 189.31645.9 203. 11679.0 217.5723. 1 252.41795.9 247.6|833.3 260.318 64.2) 276.2908.3 137.01447.5 145.51480.6 160.0|542.3 171.31573. 152.9/509.3 162.41533.5 178.71597.4 191.11643.7 184.71612.9 206.21670.2 196.0/665.8 218.61749.6) 210.11709.9 234.5/793.7 225.31740.7 25 1.41833.3 240.51815.7 268.41921.5) 256.41853. 286.0959.0) 269.11901.7 500.5] 009.7 286.01945.8 318.9058. IN. IND INI IN IN IN IN IN fA Fe FA Re fe on Jen ko Ia win IWN A JOA ns Jo lS iy IN in KO ko fo to J00 [00400 Joo NIN Wi fo» | [o> om fn enn fons lO|o} WYGWIGIGIGQIN IN ININININININ [l/s )-4)s1alaloloh SO} |O]O JNO |OUR On 1© [0 100/01) 8 Jon JO]. I. ‘AL | fooler lo lolalwlo NewS loN Fs io] looluN 1 IBINIGIGININ IN ININNINNINS EEE ELIE lol JOT AS INS f= JO J00 NO JOTI IN | IO 00 NI [BR INI JOE er NTS [os [00 JOIN [C0 [0 I |W [C0 | IWIO NN IB Joo jon nS LS FB LB TS I I Es IG IG IGQUIN IQ IN IN IIe [eb be IO |00 JOD |S IN | (0 IN Joa |S IN [© JO0 IN JOIN IN | ans IND [on Jad [cO Js IO NUN IE [0100 10 IN I | O J HE NI [J I— jis OD2 cos(B) a” 8 ( \ - 7111/8” mie 8” 7’ - 11 1/8 }'8” METAL FRAMES AND GRATINGS TYPE 6A INLET, #4 bar (Ta. TYPE 6A % an - 4 gs bars’ 2” (Typ+| | #5 bars—12”—06 #5 bars-—6” shape drain a a Limited Headroom SECTION A-—A i 1 1/8! 2-7 1/2 8” SECTION C-C Ladder rung 4. at 12” centets' —— See Detail C ~w 1 3/e” ao 3/8 ool PROJECT VI-0081¢ 002) 99 Single (For 6” reveal) 2” (Typ | #5 bars— 12°06 #5 bars—6”’ shape drain 11/8" «2 #5 bars— 127 #5 bars—6"* a fe. | Cs) VU Ample Headroom SECTION A-A SECTION A-A course of brick li, = LADDER _ RUNG 4” om 3/4.’ Steel or Wrought 4 Iron to asec where depth 9 exceeds 4’—0” ” Diaphragm at third points Notes: 1. At the option of the Contractor walls less than 4 feet may be of concrete as shown. Construct Type A inlets for pipes 24 inch and larger "For Ample Headroom”, unless otherwise directed by the CO. Construct inlets parallel to the roadway centerline and grade. Adapt inlets as directed by the CoO. For frames and gratings minor variations in design and dimensions are permitted to allow manufacturers standards. For minimum inside inlet dimensions only NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL CURB INLET TYPE 6A WITH 3°X2' METAL FRAME & GRATE DETAIL 60401(B)/(C) D Diameter pipe culvert Variable SECTION _E-E PROJECT SE VI VI-0081¢ 002) Notes: 43/4” 43/4” 1, All reinforcing bars are #5, placed 1 3/4 ” minimum 75 Rods © #” from face of concrete. a 2. In floors bars to be on 6” centers each way. In walls horizontal bars to be on 9” centers and vertical bars B to be on 12” centers. . Bolt grate frame to inlet; alternate fastening methods will be allowed with the approval of the CO. . Required concrete strength for this item shall be 4000psi. _————— 4 — 0h” . Provide grate suitable for bicycle traffic. 4’ _ 6” 6. Construct slots in all inlets as directed by the CO. Some inlets may require more GRATE FRAME than one slot at each inlet. r= ¢ 1 5/a” “3/4” X 8 Bolt & Nuts he four req d.) tT \ 1 ~ 7 3” VIEW-A Resistant weld or electro forged 3/4’ rod -- 5/8" X¥ 3 1/2” X 5 — 4%” Bar SECTION F-F 99 99 ’ _ 4 ” i 7 (8 X3 1/2" X 5 — 4%” Bor LILITH > 31/2” 5’ _ 0”’ SECTION G-G a9 os 4” X 3” X 5/8” X 5° -4 3 1f2 X 5/8 —% ’ Ori req'd.) / io (Two req'd.) oe CONSTRUCT SLOTS AT INLET VIEW-C TSOMETRIC VIEW (Oblique) (Oblique) DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL INLET TYPE 5B WITH 4'X4' METAL FRAME & GRATE DETAIL 60401(A) G Paved waterway Roadway Finished grade Level va Variabl 1 ’ a (Variable) 6” Concrete pavement 6”’ Aggregate Base Course — CONCRETE WATERWAY(TYPE IV) a Ne) Varies Lateral pay limits for paved waterway (Horizontal plane) ou * * @ Graded hinge point, oe) qo qe 4g SHEET | TOTAL REG | STATE PROJECT NEL SHEETS SE VI VI-0081¢ 002) G14 97 NOTES: 1. The approximate shape of the paved waterway is an are with a radius of 2.9 feet. 2. At inlets and other special locations, widen and shape paved waterway to drain. 3. Construct concrete paved waterway in uniform sections 20 feet in length, except closure sections are not less than 5 feet in length. Place expansion joints, with curtain walls at 100 foot intervals. 4. At the outlet end of each concrete paved waterway, construct a curtain wall on the downstream end of the last section of waterway. 5. Excavation and 6” aggregate grading ”C” will be subsidiary to item 60801. 6. Use 4000psi Portland Cement Concrete with #1(6X6) W.W.M.. ANS \x Paved watered | 5 -—— Concrete pavement 12” 12” -— Bed Course -—=~+ ¢ b= - 8/4 ” Preformed joint filler VARIES PY nn 4 LZ 24” by ty SECTION B-B 6” Curtain wall \ NOT TO SCALE SECTION A-A > DEPARTMENT OF PUBLIC WORKS © OFFICE OF HIGHWAY ENGINEERING L DETAIL PAVED WATERWAY TYPE 4 PLAN EXPANSION JOINT FOR CONCRETE PAVED WATERWAY(TYPE IV) DETAIL 60801-1 REG STATE PROJECT a a S TOTAL ET SE VI VI-0081¢ 002) G15 97 Note: Place 6—-inches, minimum aggregate grading ”*C” bed course under all curbs and gutters. Place #1 w.w.m reinforcement wm concrete gutter. 2 sR \ 41/2" -1 172” R 1/2” RB 4 4 N “- ~ %& a Ve D. D 08’ /ft D:D doo SS Le, —)___ VweavaTZe o_o- o-6-6= 6-6-6: | on | 12” to 18” 18-INCH DEPTH 13—INCH DEPTH (NON— MOUNTABLE) (NON— MOUNTABLE) PORTLAND CEMENT CONCRETE CURB PORTLAND CEMENT CONCRETE CURB AND GUTTER NOT TO SCALE OFFICE OF HIGHWAY ENGINEERING DEPARTMENT OF PUBLIC WORKS DETAIL CURB AND GUTTER DETAIL 60901 SHEET | TOTAL REG STATE PROJECT NO. SHEETS SE VI VI-0081¢ 002) G16 97 SET COVER OF VALVE BOX AND CONCRETE PAD FLUSH(1/4” MAX. ABOVE) WITH GRADE IN PAVEMENT OR SHOULDER AND 3” ABOVE GRADE ELSEWHERE 1’-6” SQ. 6” THICK CONCRETE PAD WITH CAST IRON LID MARKED ”WATER” 2.1x2.1 WWF. FINISHED GRADE FINISHED GRADE (GROUND) (PAVEMENT) — ¥ 3 % COOPOE OEIC POL-O-7 RR MR RRRREG RRRRRA DS S SS VY, Qe WY VR ANNAN. RRAARAAAAAEA yy NNN Osc. OO 6” SCREENED GRAVEL UPPER SECTION TELESCOPING TYPE CAST IRON VALVE BOX 6” (MIN.) 3’ 0” (MIN.) LOWER SECTION GATE VALVE SIZE AND ENDS AS SPECIFIED. 18"+ 6"¢ O ADDITIONAL DEPRESSION OF VALVE MAY BE REQUIRED TO INSTALL BURIED GATE VALVE AND BOX SECTION BURIED GATE VALVE & VALVE BOX DETAIL NOT TO SCALE VIRGIN ISLANDS WATER AND POWER AUTHORITY DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL WATER VALVE ADJUSTMENT DETAIL Sheet No. 61101 REG STATE PROJECT NGL S HE ET S SE VI VI-0081¢ 002) G17 97 NOTES: Varies 3’ to 4’-6” 2’ min. 1 Place 3/4 -inch transverse expansion joints at intervals of not more than 200 feet to match adjacent curb expansion joints. 1/2 ’ Preformed nonextruding Place dummy joints at intervals equal expansion joint filler. to the width of the sidewalk as shown on the plans. Pavement structure Curb 4” Portland cement concrete with #1 —=—2h% -08’ t e (var.) —_ ar; a ble Slope t N Polyethylene Mat 6” Aggregate grading ”C” SIDEWALK WITH CURB NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL PORTLAND CEMENT CONCRETE SIDEWALK DETAIL 61501 NO. G18 PROJECT VI-0081¢ 002) Reflective sheeting 31/4" placed front and rear 33/16)" 1/16 * 4 1/16 31/4 ,% 3 3/16)" 1/16 * 1 1/16 Sheet Thickness Sheet Thickness 7” ay oO ° /TR “| | SS9] NS/#R — si 1 Li 3 Neutral t 3 || © Re A << \ Post bolt slot at 6’-3" spacing, | center to center SECTION A-A Splice bolt slot - 8 required, each end rail element a ‘ 21/2" om 11/8 % vt “XN (pama| sree uT® R= 3/8 * Radius R= 29/6Rodius POST BOLT SLOT SPLICE BOLT SLOT ‘ of Symmetry vata 1/8 * + [+ K — stot 3/4 "21/4 i fai aw 31/44 Symetrical about * Symetrical about * 12 1/4 * is one| 314") 3 9/16 @ +||+4 Splice bol slots 1 wt | b— W6x9.0 All Holes mK REFLECTOR TAB Length See Special Contract Requirements it B =e SECTION B-B This back-up plate is placed behind the rail element at intermediate <non-splice? posts. BEAM BACK-UP PLATE ARTBA RE-4-76 13/16 “dia, ¢typ.. Upper 2 holes for raising guardrail to accommodate future overlays. SIDE FRONT STRUCTURAL SHAPE POST ARTBA P-10-79 RAIL MEMBERS ARTBA RE-3-73 Post length stamp 11/2 * high and 1/74 “\ deep A 7" & 5/16 ’ or 1 7/16 ” S/16 “7B L| f F 1-2" L_ Thread Lengt! 1 1/Mult length 2’ {1 172 * minim 9 142 3/4 * minir 18’ |2 172 *% miniry 25’ [2””_ minimum BUTTON HEAD BOLT I’dia. x 1726 deep recesiG ©) ays "J Larie RECESS NUT BUTTON HEAD BOLT AND RECESS NUT ARTBA F-3-76 le Length See Special Contract Requirements MODIFIED SHAPE BLOCK RUBBER A457 of pavement or ground line a 5/8 * x 1%” Hex Bolt and nut ARTBA F-8-76 with v— W6x9.0 Steel Washer ARTBA F-13-73 TS_7'xS’x0.37@ per post and block located ASTM A500 Graidgonally>, ALTERNATE HOLE ARRANGEMENT POST AND BLOCK DETAIL RUBBER BLOCKOUT *See Special Contract Requirements when 7 foot or longer posts are specified, Rail Splice Bolts and Nuts ARTBA F-3[1 1/4 1-76 an G d Li ’ (8 per splice and 4 per terminal section? moun ne ee and Button POST SPACING 6’-3/ ' ARTBA F-302)-76 & | RE-4-76 B or A501 Hinge line of foreslope “4 Lop in direction 110 or Flatte of traffic Variable slope but not steeper than fill slope. Edge of pavement ground line at face of rail. Aggregate base o s shown on typical sectio sheet. Subgrade shoulder. Widening required for approach and departure terminal sections. NOT TO SCALE Q, Wee, Mo DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING Use 20’ diameter round_anchor or 18’ square anchor. Reduced sized acceptable in solid rock. Edge of pavement or ground line at face ofr rail as applicable POST SPACING STANDARD POST SECTION CONCRETE ANCHOR FOR SHORT GUARDRAIL POST TYPICAL GUARDRAIL CROSS SECTION DETAIL G4 W BEAM GUARDRAIL STEEL PUSTS DETAIL 61701(A) REG STATE PROJECT NO S HE ET S SE VI VI-0081¢ 002) G19 97 NOTES: 1 Unless otherwise specified in the contract, install a G4 W-beam guardrail terminal that meets NCHRP-350 OR 230 requirements. See http://safety.fhwadot.gov/ for a list of approved terminal sections. Unless otherwise indicated in the contract, install the terminal section as per manufacturer’s recommendations, Install terminal at a 150 taper, ensuring that end piece is entirely off shoulder. See manufacturer’s drawings for other details Pay Limits Guardrail System G4 Edge of widened +t embankment (see Note 3) r Oe Taper ih A A eo —t} im: A ie] Edge of shoulder PLAN Install a reflectorized object marker according to manufacture’s recommendations. s s | 2 2 NOT TO SCALE DEPARTMENT OF PUBLIC WORKS ELEVATION OFFICE OF HIGHWAY ENGINEERING DETAIL G4 W BEAM GUARDRAIL TANGENT TYPE TERMINAL DETAIL 61701(B) I 17.00” RETAINER SPACER STRAP DRIVE CAP (DUCTILE IRON) RETAINER SPACE STRAP (TYP.) ATTACH RETAINER SPACER STRAP TO BASE POST BY PLACING BOLT THROUGH 6TH HOLE FROM TOP OF BASE POST. BASE POST ———+] (YP. TOP OF GRADE TOP OF GRADE 0000000000000000000000000000f, E BACK ELEVATION STEP | SIGN POST (TYP.) \ S CSSSSSSSSSSSENY ss RETAINER SPACER STRAP ‘SIGN POST 3-6" LONG BREAKAWAY BASE POST ASSEMBLY SECTION A-A DRIVE CAP ELEVATION _ HEX HEAD—INTEGRAL FLANGE BOLT & LOCKNUT AFTER ATTACHING SIGN POST TO BASE POST COMPLETE ASSEMBLY BY PLACING BOLT THROUGH SIGN POST AND RETAINER SPACE STRAP. ©000000000000000000 BACK ELEVATION STEP Il & ATTACH SIGN POST TO BASE POST BY PLACING BOLTS THROUGH THE 1ST AND STH HOLES FROM THE BOTTOM OF Y— SIGN POST, AND 1ST AND 5TH 7— HOLES FROM TOP OF BASE POST. LI BACK ELEVATION STEP Ill SINGLE POST INSTALLATION |——— SIGN PANEL (TYP.) I~—— SIGN POST (TYP.) —=—— FACING TRAFFIC _ OF GRADE ~ \y TYPICAL END VIEW NOTE: RECOMMENDED PROCEDURE IS TO DRIVE POST ABOUT 12 IN., STOP AND CHECK FOR STRAIGHTNESS, FRONT TO BACK, SIDE TO SIDE. MAKE ADJUSTMENTS, DRIVE POST AN ADDITIONAL 12-15 IN., REPEAT CHECK, MAKE FINAL ADJUSTMENTS, COMPLETE INSTALLATION OF BASE POST. FIELD CHECK FOR LENGTH OF SIGN POST BEFORE FABRICATION. RETAINER SPACER STRAP (TYP.) TOP OF GRADE YY —, BASE POST (TYP.) FOLLOW STEPS 1 & 2 FOR SINGLE POST INSTALLATION. INSTALL HIGHEST LEVEL POST. BACK ELEVATION STEP | Olo00 000097 _) fooccccce | BACK ELEVATION STEP Il MULTIPLE POST INSTALLATION PROJECT VI-0081¢ 002) GENERAL NOTES . BASE POST AND SIGN POST SHALL BE FLANGED CHANNEL SECTION, HOT ROLLED FROM HIGH STRENGTH STEEL MEETING REQUIREMENTS OF ASTM A499-—76 SPECIFICATION, MODIFIED, IN THAT MATERIAL SHALL MEET MINIMUM YEILD STRESS OF 60,000 PS! AND MINIMUM TENSILE OF 90,000 PSI, OR EQUAL. . THE FINISH FOR BASE POST AND SIGN POST SHALL BE HOT DIP GALVANIZING MEETING REQUIREMENTS OF ASTM A123 SPECIFICATIONS. GALVANIZING SHALL BE APPLIED AFTER FABRICATION IS COMPLETED. . THE WEIGHT OF EACH BASE POST BEFORE PUNCHING SHALL BE 4.00 LB./FT. AS REQUIRED. WEIGHT TOLERANCE SHALL BE PLUS OR MINUS 3 1/2%. PUNCHING SHALL BE A MINIMUM OF 18 HOLES, 0.438 INCH DIAMETER ON 1 INCH CENTERS. FIRST HOLE TO BE 1 INCH FROM TOP OF POST AND BOTTOM OF POST SHALL BE POINTED. THE LENGTH OF EACH BASE POST SHALL BE 3.50 FEET. LENGTH TOLERANCE SHALL BE PLUS OR MINUS 1 INCH. . THE WEIGHT OF EACH SIGN POST BEFORE PUNCHING SHALL BE 4.00 LB./FT. AS REQUIRED. WEIGHT TOLERANCE SHALL BE PLUS OR MINUS 3 1/2%. PUNCHING SHALL BE A FULL LENGTH 0.438 INCH DIAMETER HOLES ON 1 INCH CENTERS. FIRST HOLE SHALL BE 1 INCH FROM TOP OF POST, LAST HOLE SHALL BE 1 INCH FROM BOTTOM. LENGTH OF SIGN POST SHALL BE IN INCREMENTS OF 1.00 FOOT, 6.00 FEET THRU 15.00 FEET, WITH A LENGTH TOLERANCE OF PLUS OR MINUS 1 INCH. . ALL POSTS SHALL BE MACHINE STRAIGHTENED AND HAVE A_SMOOTH UNIFORM FINISH FREE FROM INJURIOUS DEFECTS AFFECTING STRENGTH OR APPEARANCE. BOLT HOLES OF 0.438 INCH DIAMETER SHALL BE CAREFULLY SPACED, VERTICALLY AND HORIZONTALLY, SO THAT HOLES WILL ALIGN FOR EASY ASSEMBLY. ALL BOLT HOLES AND BUARED ENDS SHALL BE COMMERCIALLY FREE FROM . RETAINER-SPACER STRAP SHALL BE FABRICATED FROM AISI-1020 STEEL AND GALVANIZED TO ASTM 123 SPECIFICATION. . BOLTS AND NUTS SHALL BE_HEX HEAD—INTEGRAL FLANGE TYPE AND GALVANIZED TO ASTM A123 SPECIFICATION. A. BOLT = 3/8” — 16 UNC X 2.00°(FULLY THREADED) B. NUT = SELF-LOCKING TYPE [foccccooe BASE POST SIGN POST NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL SIGN MOUNTING DETAIL DETAIL Sheet No. 63301 REG STATE PROJECT NGL S HE ET S SE VI VI-0081¢ 002) G21 97 w= WA ~ ~ 4 ~~ l- l- —, - a l- "Nh "Nh /— - SA | DYDD” SRRRRE WRORRR IK ss | Mad l- IIS | (WR l- al alg yY Yr 30” X 30” OR 36” X 36” 48” X 48” DIAMOND GUIDE SIGN ~ ‘i ~ 4.0 LB./FT. POST 4.0 LB./FT. POSTS 4.0 LB./FT. POSTS NY TYPE | TYPE Il TYPE Ill MAX. SIGN AREA 1 7-0" * — ABOVE TOP OF CURB OR EDGE OF PAVEMENT MIN. ' | ‘Tel ‘ y ‘Tel Nell @ 1’-0" 2’-6" (MIN.) (MAX.) | NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MWA OFFICE OF HIGHWAY ENGINEERING ELEVATION ELEVATION ELEVATION ELEVATION DETAIL FOR TYPE | DIAMOND SIGN FOR TYPE | AND TYPE Il SIGNS FOR TYPE Il DIAMOND SIGN FOR TYPE Ill GUIDE SIGN (OTHER THAN DIAMOND) SIGN MOUNTING DETAIL X — VARIES ACCORDING TO HOLE PUNCH ARRANGEMENT IN SIGN. DETAIL Sheet No. 63301 REG | STATE PROJECT a ROUTE 81 SIGN SUMMARY se | vi | vr-coeicooe | cee | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. NO. SIGN TEXT station | sive |WIDTHIHEIGHT) AREA RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Gonmy | QUANTITY 10186 By Suey REMARKS (IN.) | CIN.) | (SQ FT) | Cin.) | CIN.) | CIN.) | CIN.) | CIN.) | CIN.) WHITE 1 R1-1 BD 36 36 |} SEE NOTE 1 = ON 21 189 RED SPEED BLACK 2 R2-1 LIMIT 24 | 30 SEE NOTE 1 =| ON 4 20 35 WHITE SPEED BLACK 3 R2-1 LIMIT 24 30 /~ SEE NOTE 1 = ON 4 20 ,) 0 WHITE SPEED BLACK 4 R2-1 LIMIT 24 | 30 SEE NOTE 1 =| ON 4 20 4 0 WHITE BLACK 5 S1-1 “iy 36 | 36 SEE NOTE 1 = ON 4 36 FLRYLWGN WHEN BLACK 6 S4-2 CHILDREN 24 10 we SEE NOTE 1 = ON 4 18 ARE PRESENT FLRYLWGN BLACK 7 S4—3 SCHOOL 24 | 8 SEE NOTE 1 = ON 4 8 FLRYLWGN BLACK 8 W1-1L a) 43 | 48 SEE NOTE 1 =| ON 2 32 YELLOW BLACK 9 | WI-1R iy, 48 | 48 /~ SEE NOTE 1 =| ON 2 32 YELLOW SUBTIOTAL | 49 565 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. PERMANENT TRAFFIC 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No. 3 63301(A)/(B) REG | STATE PROJECT Na ROUTE 81 SIGN SUMMARY SE vi | vi-oosicoo2> | G23 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN | TEXT No. | NO. SIGN TEXT staion | si0E |WiDTH HEIGHT] AREA RADI] WIDTH| MIDTH INUMBER| CASE | CASE |series| OLOR | QUANTITY 10186 By Suey REMARKS iN.) | CIN.) | (SQ FT) | (IN) | CIN.) | (IN) | CIN.) | (IN) | CIN) 10. | W1-2R ©} 4g | 48 — SEE NOTE 1 w| BYCK 4 64 YELLOW 11 | w1—2 48 | 48 SEE NOTE 1 me PONS 4 64 YELLOW 12 | Wi-7 | ye | 4g | 24 SEE NOTE 1 | ON" 1 8 YELLOW 13. | wi-8 < 30 | 36 SEE NOTE 1 | ON" 12 96 YELLOW 14 | wi1A-2 4a | 48 SEE NOTE 1 =| “ON 4 64 FLRYLW BLACK 15 | W16-7P 24 | 12 SEE NOTE 1 =| ON 2 4 > FLRYLWGN BLACK 16 | W16-9P AHEAD 24 | 8 SEE NOTE 1 = A Non 4 8 17 | OM-3L \ 18 | 36 SEE NOTE 1 am ON 4 18 \ YELLOW NN SUBTTOTAL | 35 526 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. PERMANENT TRAFFIC 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No. 4 63301(A)/(B) REG | STATE PROJECT a ROUTE 81 SIGN SUMMARY SE vI_ | vi-oosicoo2> | ce4 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN | TEXT No. | NO. SIGN TEXT staion | si0E |WiDTH HEIGHT] AREA RADI WIDTH| MIDTH INUMBER| CASE | CASE |series| OLOR | QUANTITY 10186 By Suey REMARKS iN.) | CIN.) | (SQ FT) | (IN) | CIN.) | (IN) | CIN) | (IN) | CIN) BLACK 1g | MI-5 (70) 24 | 24 SEE NOTE 1 = ON 5 20 BLACK 19 | MI-5 (74) 24 | 24 SEE NOTE 1 = ON 2 8 20 M1—S (61) 24 | 24 > SEE NOTE 1 = PON 10 40 WHITE 21 | M1-5 614) 30 | 24 | SEE NOTE 1 = ON 1 5 22 | M1-5 (68) 24 | 24 SEE NOTE 1 me ON 2 8 WHITE BLACK M2-1 a = 23 21 | 15 SEE NOTE 1 WONe 6 12 BLACK 54 | M3-1 NORTH 24 | 12 SEE NOTE 1 = CN. 6 10 BLACK 25 - — = M3—3 SOUTH 24 12 SEE NQTE 1 wove 4 8 SUBTTOTAL | 36 111 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. PERMANENT TRAFFIC 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No. e) 63301(A)/(B) REG | STATE PROJECT Na ROUTE 81 SIGN SUMMARY se | vi | vi-oogi<oo2> | Ges | 97 LOCATION PANEL SIZE TEXT SIZE SIGN | TEXT NO. | NO. SIGN TEXT station | sive |wioTH HEIGHT] AREA |“RaDI'| WIDTH| WIDTH INUMBER| CASE. | CASE. | series] GQLOR | QUANTITY 0G By) ee REMARKS (IN.) | CIN.) | (SQ FT) | cin.) | CIN.) | CN.) | CIN) | CIN) | CIN) BLACK Mé—1 — — 26 21 | 15 SEE NQTE 1 WON 6 12 27 | M6-3 21 | 15 / SEE NOTE 1 me ONS 5 12 WHITE 28 M6—4 21 15 SEE NQTE 1 > BION 6 12 WHITE 29 | M6-6L 21 | 15 SEE NOTE 1 a ONS 1 2 WHITE 30 | M6-6R 21 15 7— SEE NOTE 1 a BON 1 2 WHITE 31 | w2-1 & 48 | 48 SEE NOTE 1 am CON 4 64 YELLOW } BLACK 32 | wa-4 48 | 48 SEE NOTE 1 =| ON 2 32 YELLOW BLACK/RED 33 | w3-1 48 | 48 SEE NOTE 1 ON 1 16 YELLOW 36 36 [= SEE NQTE 1 >= BONS 2 18 34 | W8-2 7 | YELLOW SUBTTOTAL | 28 170 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL | 148 972 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. PERMANENT TRAFFIC 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL Sheet No. 6 63301(A)/(B) PROJECT SE VI VI-0081¢ 002) NOTES: 1. All striping shall be in accordance Single Solid 4” White Striping (edge striping) with the Manual on Uniform Traffic ~ 6 8 Control Devices (MUTCD) latest edition. Place pavement word and symbol markings in accordance with the ’’Manual on Uniform Single Dashed 4” White Striping (lane striping) ; Traffic Control Devices(MUTCD), current edition. All letters, numerals and symbols shall conform with the ’’Standard Alphabets for Highway Signs and Pavement Markings’. Colors of the reflective markers to be either Double Solid 4” Yellow Striping (centerline) clear (white), yellow or red as specified. Top of the markers shall also be reflective. Single Dashed 4” White Striping (lane striping) ~ ANCHORED PAVEMENT MARKER 24” DIVIDER EDGE Single Solid 4” White Striping (edge striping) COLOR YELLOW | WHITE SPACING 20 FT 20 FT AMOUNT 160 EA. 160 EA. DOUBLE SOLID YELLOW STRIPING PAVEMENT MARKER TABLE AND WHITE EDGE LINE ——r6” Crosswalk Solid 6” White Lines and 24” Width Hatch Marks. TYPICAL CROSSWALK STRIPING PAYMENT QUANTITIES ITEM AREA (SQ. FT.) Turn Lane—Use Arrow 16 Through Lane—Use | Arrow 13 Turn and Through Lane—Use Arrow 26 Handicap Marking 9 ONLY Word Markin at STOP Word Markin 22 NEAR EDGE OF CROSSWALK DEPARTMENT OF PUBLIC WORKS agi | pregen Py So OFFICE OF HIGHWAY ENGINEERING 4 a ee ya sy) EO XE B DETAIL CUTER UNE To CEMER ne PAVEMENT MARKINGS TURN LANE-USE ARROW THROUGH LANE-USE ARROW ”*STOP’ WORD MARKIING STOP BAR DETAIL 63401 TYPICAL APPLICATION: ROUTE 74 S/o (500 FT) G20-1(BEGIN CONSTRUCTION) a a (AHEAD) CONSTRUCTION ZONE SION VALLEY ROAD REG | STATE PROJECT na se | vi | vi-oogicoo2 | Ge7 | 97 PROJECT LIMIT SIGNS TWO WAY, TWO LANE ROADWAY JS (500 FT) CG20—2(END CONSTRUCTION) CONSTRUCTION ZONE W20-1 (AHEAD) SION VALLEY ROAD Yy ROUTE 81 G"F Yfyri4 ROUTE 81 SE Grell CG20-—2(END CONSTRUCTION) IN— w20-1 (500 FT) W20-1 (AHEAD) W20-1 (AHEAD) G20-1(BEGIN CONSTRUCTION) SEE TYPICAL TRAFFIC CONTROL DETAILS(63501 TC—2 AND 63501 TC-—3). w20-1 (500 FT) |\— w20-1 (500 FT) IN— w20-1 (500 FT) PHASE ONE — EXCAVATION FOR DRAINAGE IMPROVEMENTS A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. C) COMBINATION OF DRUMS, BARRICADES, AND CONES WILL BE REQUIRED. PHASE TWO _— ROADWAY RECONSTRUCTION, RECONDITIONING, AND WIDENING FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. COMBINATION OF DRUMS, BARRICADES, AND CONES WILL BE REQUIRED. CONTRACTOR MAY BE LIMITED ON THE LENGTH OF ROADWAY ALLOWED GCODDL> PHASE THREE — HANDRAIL, WATERWAY, AND SIDEWALK CONSTRUCTION A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL NOT BE REQUIRED. C) COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. D) ROAD AND SHOULDER WORK SIGNS WILL BE REQUIRED. PHASE FOUR — ASPHALT OVERLAY AND STRIPING A) FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. B) FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED. C) COMBINATION OF DRUMS AND CONES WILL BE REQUIRED. D) UNEVEN PAVEMENT SIGNS WILL BE REQUIRED. ALL GENERAL NOTES SHOWN BELOW SHALL APPLY TO ALL OF THE SHEETS TITLED "TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONE” (A) ON CONSTRUCTION PROJECTS IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO INSTALL THE NECESSARY SIGNS BEFORE CONSTRUCTION BEGINS. (B) ALL SIGN BLANK MATERIALS USED SHALL BE SHEET METAL OR EQUIVALENT MATERIAL CONFORMING TO SECTION 718 OF F.H.W.A. SPECIFICATION "FP—14”. (C) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SIGNS TO ASSURE A HIGH DEGREE OF BOTH DAY AND NIGHT VISIBILITY, WHICH WILL INCLUDE ANY WASHING, REPLACEMENT AND/OR RE—POSTIONING WHERE DEEMED NECESSARY BY THE ENGINEER. (D) REFLECTORIZATION OF TRAFFIC CONTROL DEVICES SHALL BE BY MEANS OF TYPE Ill REFLECTIVE SHEETING MEETING THE REQUIREMENTS OF SECTION 718 OF THE STANDARD SPECIFICATIONS, FP—14. (E) ALL SIGNS SHALL BE SECURELY PLACED OR WEIGHTED TO PREVENT BLOWING OVER. ROCKS, BROKEN CONCRETE OR OTHER SUCH OBJECTS SHALL NOT BE CONSIDERED ACCEPTABLE FOR SIGN SUPPORT. (F) SPACING OF SIGNING SHALL BE NO LESS THAN THE DISTANCES SHOWN. THE DISTANCE BETWEEN SIGNS SHOULD BE INCREASED ON HIGH SPEED, OR MORE HEAVILY TRAVELED HIGHWAYS, OR WHERE SIGHT DISTANCE IS RESTRICTED. (G) ALL SIGNS, FLASHERS, PADDLES, ETC. SHALL CONFORM IN SIZE, SHAPE, COLOR, LEGEND AND APPLICATIONS TO THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND/OR THE STANDARD SPECIFICATIONS. (H) ALL DIAMOND SHAPED CONSTUCTION WARNING SIGNS SHALL BE 48” X 48”, WITH 24” X 24” ADVISORY SPEED SIGNS WHERE REQUIRED. (1) | REFLECTORIZATION OF TUBULAR MARKERS SHALL BE A MINIMUM OF TWO, THREE—INCH—WIDE WHITE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A MINIMUM 6—INCH—WIDE WHITE BAND PLACED A MINIMUM OF 3 INCHES BUT NO MORE THAN 4 INCHES FROM THE TOP. WHEN THE 28-INCH OR LARGER SIZE CONES ARE USED, THE STANDARD 6—INCH BAND SHALL BE SUPPLEMENTED WITH AN ADDTIONAL 4—INCH WHITE BAND SPACED A MINIMUM OF 2 INCHES BELOW THE 6-—INCH BAND. (J) THE CONTRACTOR SHALL REPAIR OR REPLACE ANY NEW OR EXISTING PERMANENT GOVERNMENT OWNED SIGNS WHICH ARE DAMAGED DUE TO HIS NEGLIGENCE OR CARELESS HANDLING DURING THE CONSTRUCTION OF THIS PROJECT. THIS SHALL BE DONE AT THE CONTRACTORS EXPENSE. (K) TRAFFIC CONDITIONS MAY NECESSITATE CHANGES IN THE USE AND/OR QUANTITIES OF THE TRAFFIC CONTROL DEVICES AS SHOWN IN THE PLANS. ANY SUCH CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. (L) ALL CHANNELIZING DEVICES INITIALLY PROVIDED ON THIS PROJECT SHALL BE EITHER NEW OR IN LIKE NEW CONDITION AND SHALL BE APPROVED FOR USE ON THIS PROJECT BY THE ENGINEER. (M) THE ADVISORY SPEED LIMITS THROUGH THE WORK ZONE MAY BE ADJUSTED AT THE DISCRETION OF THE ENGINEER. (N) WHENEVER THE TRAFFIC CONTROL PLAN REQUIRES DETOURING OF TRAFFIC, THE TRAFFIC DETOUR PLAN SHALL NOT BE IMPLEMENTED DURING PEAK TRAFFIC HOURS. rEAK GRArFIC HOURS ARE BETWEEN 7:00AM TO 9:00AM AND BETWEEN 3:30PM (0) ALL TEMPORARY TRAFFIC CONTROL FUNCTIONS SHALL CONFORM TO THE MUTCD FOR THE CONTROL AND PROTECTION OF THE PUBLIC TRAFFIC. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CUNTRUL FUR CONSTRUCTION WORK ZUNE DETAIL Sheet No. [C= 63501 NOTES: 1. DUE TO THE VERY LOW ADT OF THIS ROADWAY, TRAFFIC CONTROL SHALL BE SET UP IN A MANNER FOR SAFE SELF REGULATED TRAFFIC AFTER WORKING HOURS. ROAD WORK 1500 10 M. P. H. ROAD ROAD WORK WORK 1000 900 _ A |. A Ji. BT 2(S) = == = NO —-N N if TT P = oo N > ? a LJ => AF ss ananane = S == = = ° as S S ~ | | l | ~ an an an 2(S) 500’ - |_ 500’ .|_ 500’ - KEY: ROAD ROAD ROAD m@. FLAGGER WORK WORK WORK 900 1000 1500 #® CHANNELIZING DEVICES [=r] WORK ZONE M. P. H. TEMPORARY TRAFFIC CONTROL SHEET | TOTAL REG STATE PROJECT No. |SHEETS SE VI VI-0081¢ 002) G28 97 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CUNTRUL FUR CUNSTRUCTIUN WORK ZONE Sheet No. TC-2 DETAIL 63501 SHEET | TOTAL REG STATE PROJECT No. |SHEETS SE VI VI-0081¢ 002) G29 97 TYPICAL APPLICATION: TWO WAY, TWO LANE ROADWAY, CLOSING TWO LANE USING FLAGGERS, DAY TIME ROAD WORK AHEAD ROAD CLOSED ROAD CLOSED choseD THRU. TRAFFIC AHEAD 200 FT AHEAD ~~ 500’ | 500’ | 500’ 70’ +e 0 TYPE lll BARRICADES | | | WITH TYPE A WARNING ie S LIGHTS(DOUBLE BARRICADE) R11-2 Nota WORK ZONE N W20-3 coe TRAFFIC FLOW <=> Bl oRit-2 por ROUTE 81 ROUTE 81 Mi oy = TRAFFIC FLOW 0 iw) 9 ° e 4 a) 2 TYPE Ill BARRICADES B < s = | x= > > N N =N WITH TYPE A WARNING % 3 S 7 L$ LIGHTS(DOUBLE BARRICADE) wW wW - AA __100° _ 40°, | 500°, |_ 500’, |_ 500’ | BUFFER NOTES: QEQUIRES CLOSINGS DURING DAYTIME HOURS TYPICAL ROADWAY CLOSURE “F080, “ft, gown ee AND MUST BE APPROVED BY THE ENGINEER. AHEAD 500 FT AHEAD 2. THIS APPLICATION IS INTENDED FOR A PLANNED PHASE 1 AND 2 CLOSURE ON ROUTE 81 ROAD CLOSED TO TEMPORARY CLOSING NOT TO EXCEED 360 MINUTES. THRU TRAFFIC 3. THE CONTRACTOR MUST PROVIDE AT LEAST TWO WEEKS ADVANCED NOTIFICATION PRIOR TO THE ROADWAY CLOSURE. ROAD CLOSURES CANNOT BE USED ON THIS PROJECT DEPARTMENT OF PUBLIC WORKS UNLESS THE CO GIVES AUTHORIZATION. OFFICE OF HIGHWAY ENGINEERING ™ DETAIL w. cocncugine pevees NOTE: THE CONTRACTOR MUST PROVIDE AT LEAST TWO TRAFFIC CONTROL FOR [2] work 20Nc WEEK NOTIFICATION OF THE ROADWAY CLOSURE CONSTRUCTION WORK ZONE TO THE GENERAL PUBLIC AND LOCAL RESIDENTS. Sheet No, 1C-3 63501 P p Drums A = Device spacing Flagger location yo” (See Table) , \ qt ra h v4 Flagger location YY : a A XX W13-1 W20-7a ——I] 30” X 24” NOTES: 36” X 36” 1. Final location and spacing of signs and devices may TYPICAL APPLICATION: W20-1 x x W13-1 MP.H 94 y pgm 48” X 48” b TWO WAY, W20-7a 36” X 36” Cones, type A TWO LANE ROADWAY, CLOSING ONE LANE USING FLAGGERS SHEET | TOTAL REG STATE PROJECT No. |SHEETS SE VI VI-0081¢ 002) G30 97 be changed to fit field conditions as approved by the CO. 2. A minimum of two flaggers will be required at all times during all phases of operations. Flaggers will be subsidiary to traffic control items. TYPICAL ROADWAY ONE LANE CLOSURE AT SION VALLEY ROAD APPROACH |CHANNELIZING DEVICE SPEED SPACING (FT) DEPARTMENT OF PUBLIC WORKS OF H) One ie OFFICE OF HIGHWAY ENGINEERING 30 60 Road Type Distance Between Sighs DETAIL 35 70 A B Cc 40 80 Urban (30 MPH and tess) | 200 | 200 | 200 TRAFFIC CONTROL FUR 45 90 Urban (35 MPH and greater)! 350 350 350 7 i Urban 350 | 960 | 860 CONSTRUCTION WORK ZONE DETAIL Sheet No. [C74 63501 NOTES: 1. All lumber dimensions are nominal. EOP—— 2. Paint all wood support members white. ; 3. Stripes on all barricades are 6 inches wide and sloped downward at a 45 degree angle toward the side of the barricade on which approaching traffic must pass. When the barricade is less than 3 feet wide the stripe width is 4 inches. 4. Sandbags may be used to provide \; additional stability to barricades. _ If EDGE OF PAVEMENT used, sandbags are not to be placed PLAN (EOP) higher than 12 inches above the ground. 5. st both sid f all rail ¢ I——— CENTERLINE OF PAVEMENT . Stripe both sides of all rail faces on TYPE A barricades exposed to traffic from both / CS REQUIRED) —-~|||— 6” wax.) | directions. ROAD CLOSED quae 6” (MAX.) —~||-+— (2) TYPE A ELEVATION WARNING LIGHTS (AS REQUIRED) ROAD CLOSED TO ALL TRAFFIC 4"-6" + ROAD CLOSURES CANNOT BE USED ON THIS PROJECT UNLESS THE CO GIVES AUTHORIZATION. EOP—— TYPE Ill BARRICADE | | ram LE (FIXED) i \L epee OF PAVEMENT PLAN (EOP) = CENTERLINE OF PAVEMENT WARNING LIGHTS (AS REQUIRED) ROAD CLOSED THRU TRAFFIC —~|||— 6” wax.) | TYPE Ill BARRICADE ELEVATION (MOVABLE) ROAD CLOSED TO ALL TRAFFIC CHANNELIZING DEVICES AND HIGH LEVEL WARNING DEVICES REG | STATE PROJECT a SE VI VI-0081¢ 002) G31 97 18” MIN. TYPE C {WARNING LIGHT (AS REQUIRED) * * * F4 = ® oO mM 36” APPROX. CONES DRUM “i s\ 18” 6”_ 6" C, 6” (STOR 18” 6”_\6" B, 6” rt << [a y 2 i a 5 3 7 1/2"|7 2" 6_3/4'16_ 1/4 18” 18” H SLOW: LEGEND AND BORDER: WHITE (REFLECTORIZED) LEGEND AND BORDER AREA: BLACK (NON—REFLECTORIZED) BACKGROUND: RED (REFLECTORIZED) BACKGROUND: ORANGE (REFLECTORIZED) STOP—SLOW_ PADDLE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FUR CUNSTRUCTION WORK ZONE DETAIL fs) Sheet No, [C= 63501 REG | STATE PROJECT a se | vi | vi-oogicoo2 | G32 | 97 Notes: 1. Wood posts are 4”°x 4” unless otherwise indicated. ROAD ROAD es WORK 2. Mount signs that are wider than 3-feet Nw, AHEAD or larger than 10 square feet on double posts. ~ . § a 3. Al lumber dimensions are nominal. § - 4. The Contractor may submit alternate co details for portable signs, however, sign mounts hold the sign face in a =| — vertical plane. Portable signs may be We ‘| >o— —_— S ” mounted lower than fixed signs when MUS Us 40 ve approved by the CO. Q SS Q Front Side 5. When parking is permitted within 200 feet of the sign, mount the sign a minimum 7 - - | of 7 feet above the pavement surface. RURAL AREA 6. When approved by the CO and the Utili Company, utility poles may be used for sign mounting. 7. For posts greater than 4” x 4” see the Breakaway Support Detail. If breakaway 7 design cannot be used, due to post ROAD . spacing, the sign should be placed outside _ > —— Sign panel \ Es e clearzone or be shielded by barrier. o not place holes in posts o, CLUSED al _| \ non-breakaway signs iar al (See note 5) ~ 2 § Traffic Mine | . PORTABLE SIGNS iS iN Wood post (fixed) NOT ACCEPTABLE Road 18” [> Holes (See table) oadwa = Eg = = = fart “ Sidewalk oi ~“ 4 4p Note: - oe > ae For signs requiring 6 x6" posts and Q i) greater, signs are considered to be | | | | | non breakaway if multiple posts ——__L are required and the posts cannot be spaced a minimum of 7 feet apart. URBAN AREA BREAKAWAY SUPPORT DETAIL (FIXED SIGNS — 4” x 6” AND GREATER POSTS) FIXED ROADWAY SIGNS Maximum Sign Area — Sq. ft. 1 Post? Posts8 Posts4 Posts Post size| D | Hole Dia. 4” ~ 4” 4’ None Req'd 10 20 4” x 6) 4’ 1.5” 35 50 70 6” x 6" 5’ 2” 50 75 100 6” x 8" 5’ 3” 85 125 165 DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC CONTROL FUR CUNSTRUCTION WORK ZUNE DETAIL Sheet No, [C=6 63501 REG | STATE PROJECT na SE vi | vi-oogicoo2> | G33 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION SIDE WIDTH JHEIGHT; AREA RADII | WIDTH | WIDTH JNUMBER| CASE CASE | SERIES ayehs QUANTITY 10086 By Suey REMARKS CIN.) | CIN.) | (SQ FT) | (IN) | CIN.) | (IN) | CIN) | CIN) | CIN) BLACK 1 | c20-2 END 46 | 24 bw SEE NOTE 1 = ON 2 32 CONSTRUCTION ORANGE BLACK 2 |w20-7A 43 | 48 jw SEE NOTE 1 m= ON 4 64 ORANGE BLACK 3 W20-1 48 48 ~~ SEE NQTE 1 _ ON 5 80 ORANGE BLACK 4 W20-1 48 48 ~~ SEE NOTE 1 = ON 5 80 ORANGE BLACK 5 Ww20-1 48 48 ~~ SEE NOTE 1 _— ON 5 80 ORANGE BLACK 6 | w20-1 43 | 48 jw SEE NOTE 1 = ON 5 80 ORANGE ROAD BLACK 7 | w21-4 WORK 43 | 48 je SEE NOTE 1 mw ON 5 80 AHEAD ORANGE SUBTTOTAL | 33 496 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. CUNSTRUCT ION SIGNS Sheet No, [O77 DETAIL 63501 SHEET | TOTAL REG | STATE PROJECT No. (SHEETS SE VI V1I-0081¢ 002> G34 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER| MARGIN UPPER | LOWER NO. NO. SIGN TEXT STATION | SIDE |WIDTH|HEIGHT] AREA | RADI | WIDTH | WIDTH JNUMBER| CASE | CASE | SERIES yeh QUANTITY 10186 By Suey REMARKS (IN.) | CIN.) | (SQ FT) } (IN) | (IN) | (IN) | CIN) | CIN.) | CIN.) BLACK 8 w20-3 ROAD 48 48 = SEE NOTE 1 m= ON 3 48 CLOSED ORANGE AHEAD 9 W20-3 ROAD 48 | 48 1 SEE NOTE 1 = BENS 3 32 Soom ORANGE 10 W20-3 Roe 48 | 48 1 SEE NOTE 1 = BENS 3 32 - CLOSED 1000 FT ORANGE BLACK 1 W20-3 48 | 48 ~~ SEE NOTE 1 =m ON 1 16 ORANGE BLACK _ LEFT LAN | NOTE 1 pp 12 w20-3 CLOSED 48 | 48 SEE NOTE oe 5 32 13. | W20-3 48 | 48 2! SEE NQTE 1 om BONS 5 32 RP OSeD ORANGE 1000 FT, SUBTTOTAL | 20 192 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. CUNSTRUCT ION SIGNS Sheet No, 1C=8 63501 REG | STATE PROJECT na SE vi | vi-oogicoo2> | G35 | 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT CORNER |BORDER] MARGIN UPPER | LOWER NO. | NO. SIGN TEXT station | sive |WiDTHIHEIGHT) AREA | RADI | WIDTH | WIDTH |NUMBER| CASE | CASE | SERIES! Goumy | QUANTITY 10086 By Suey REMARKS CIN.) | (IN) | (S@ FT) } (IN.) | CIN.) | CIN.) | (IN) | (IN) | CIN.) BLACK 14 | w20-3 ROAD 43g | 24 je SEE NOTE 1 = ON 3 24 CLOSED ORANGE 1500 FT. BLACK 15 | R11-2 ROAD CLOSED 43 | 48 jw SEE NOTE 1 m= ON 3 48 ORANGE [DETOUR > BLACK 16 |M4—10R (DETOUR) 36 | 36 SEE NOTE 1 m= ON 2 18 ORANGE BLACK 17 |M4—10L <(DETOURI 36 | 36 SEE NOTE 1 m= ON 2 18 ORANGE BLACK 18 | R3-1L (?’) 36 | 36 bw. SEE NOTE 1 m= ON 1 9 ORANGE BLACK 19 | W8—-9AE 36 | 36 ‘we SEE NOTE 1 m= ON 4 36 ey ORANGE ROADWORK BLACK 20 | w20-8 CENTERLINE AND 36 | 36 j SEE NOTE 1 Noe 2 18 NO PASSING ZONE| NOT MARKED SUBTTOTAL | 17 171 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: DETAIL 1. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. 2. LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. CUNSTRUCT ION SIGNS Sheet No. 1=9 DETAIL 63501 REG STATE PROJECT SHEET | TOTAL NO. S ET SE VI VI-0081¢ 002) G36 97 LOCATION PANEL SIZE TEXT SIZE SIGN TEXT NO NO SIGN TEXT STATION SIDE WIDTH |HEIGHT) AREA CORNER |BORDER | MARGIN RADII WIDTH | WIDTH JNUMBER| CASE UPPER | LOWER CASE SERIES AREA) SUPPORT REMARKS (IN.) (IN.) | (SQ FT) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) ayrhs QUANTITY TOTAL FT. FT. 21 W13-1 24 24 ~~ SEE NOTE 1 BLACK 20 10 ORANGE M. P. H. LOOSE 22 W8-7 GRAVEL 24 24 ——l- SEE NOTE 1 ORANGE BLACK 16 BLACK 23 FLAG 24 24 a SEE NOTE 1 20 aa ORANGE 24 W21-1A 48 48 a SEE NOTE 1 ORANGE BLACK 64 SUB-TOTAL (THIS SHEET) 18 120 DEPARTMENT OF PUBLIC WORKS OFFCE OF HIGHWAY ENGINEERING NOTES: TOTAL 88 979 DETAIL 1 SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION FOR SIGN DIMENSIONS. CUNSTRUCT ION 2 LOCATION OF SIGNS WILL BE AS DIRECTED BY THE CO. SIGNS DETAIL TC-10 Sheet No. 63501 SIGNALIZATION NOTES ALL LUMINARIES TO BE 180 WATTS, LED CLEAR COLOR, 27,500 NOMINAL LUMENS, MEDIUM VERTICAL DISTRIBUTION, TYPE 3, LATERAL DISTRIBUTION, SEMI CUTOFF, STANDARD DESIGN. THE SPACE BETWEEN THE POLE BASE PLATE AND THE FOUNDATION SHALL BE FILLED WITH NONSHRINK GROUT. A 1/2” DRAIN HOLE SHALL BE PLACED IN THE GROUT AT A LOCATION TO DRAIN ANY MOISTURE THAT MAY ACCUMULATE IN THE POLE. IN LIEU OF THE NONSHRINK GROUT, A HEAVY GAUGE GALVANIZED SHEET STEEL FORMED TO FIT THE HOLE INSIDE THE BASE PLATE AND OF SUFFICIENT WIDTH TO ENCLOSE THE VOID BETWEEN THE BASE PLATE AND FOUNDATION TO BE INSTALLED. THE SHEET STEEL SHALL BE FASTENED IN PLACE IN SUCH A MANNER AS TO PREVENT ENTRY BY EITHER RODENTS OR VANDALS. POLES TO BE INSTALLED ON THIS PROJECT SHALL BE SELECTED FROM PREAPPROVED SHOP DRAWINGS OF POLES WHICH HAVE BEEN STANDARDIZED FOR MAXIMUM LOADING. ELECTRICAL CONDUCTORS TO BE INSTALLED IN TRAFFIC SIGNAL POLES, AND FROM THE CONTROLLER TO EACH TRAFFIC SIGNAL POLE, SHALL BE SOLID COPPER TYPE THW OR THWN 75 DEGREE CELSIUS 600 VOLT. LINE CONDUCTOR SHALL BE BLACK; NEUTRAL CONDUCTOR SHALL BE WHITE OR GRAY. AN ALTERNATE TYPE OF INSULATION MAY BE USED IF APPROVED BY THE RESIDENT ENGINEER PRIOR TO INSTALLATION. A SURGE ARRESTOR SHALL BE FURNISHED IN EACH TRAFFIC SIGNAL CONTROLLER. THE ARRESTOR REQUIREMENTS ARE AS FOLLOWS: PEAK CURRENT 20,000 AMPS (8x20 US WAVESHAPE) LIFE TEST 5% CHANGE (VOLTAGE CLAMP BEFORE AND AFTER 25 SURGES OF 20KA WAVESHAPE) CLAMP. VOLTAGE 250 V. TYPE @ 20KA RESPONSE TIME.......VOLTAGE NEVER EXCEEDS 250 VOLTS DURING SURGE CONTINUOUS SERVICE CURRENT..10 AMPS MAX.; 120 VAC. 60HZ DIMENSIONS (INCHES).....3.13 x 7.15 x 2.3 (NOT INCLUDING GND) (WxLxH) OPERATING TEMP -40C TO +85C al) ( cB MAIN. LINE ala t!NE OUT, “or “NEARTH TYPICAL INSTALLATION THE CONTROLLERS TO BE FURNISHED ON THIS PROJECT SHALL BE 8 PHASE VEHICLE ACTUATED SOLID STATE DIGITAL SIGNAL TRAFFIC CONTROLLERS. A MINIMUM OF 12 LOAD SWITCH RECEPTACLES SHALL BE FURNISHED AND WIRED TO THE MOUNTING FRAMES. ALL WIRING FROM THE FIELD TERMINALS SHALL BE WIRED TO THE MOUNTING FRAME FOR AN EIGHT PHASE OPERATION. NO CABINET OR CONTROLLER WIRING SHALL BE REQUIRED EXCEPT FOR ADDITIONAL DETECTOR CONNECTING CABLES WHEN CONTROLLER IS EXPANDED FOR AN EIGHT PHASE OPERATION. THE CONTROLLERS SHALL BE CAPABLE OF PERFORMING AS SHOWN ON THE PHASE DIAGRAM AND SEQUENCE. THE POWER SOURCE FOR THE TRAFFIC CONTROL SYSTEM SHALL BE RUN UNDERGROUND FROM THE NEAREST POWER SOURCE TO A METER MAIN WHICH SHALL BE MOUNTED ON AN APPROVED CONCRETE COLUMN NO MORE THAN 30’ FROM THE CONTROLLER CABINET. THE POWER SOURCE THEN SHALL BE RUN UNDERGROUND TO THE TRAFFIC SIGNAL CABINET. ALL TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL HEADS SHALL BE LED FURNISHED WITH GLASS LENSES, THE LENSES SHALL CONFORM TO THE LATEST STANDARD OF INSTITUTE OF TRANSPORTATION ENGINEERS. CARD RACK DETECTORS SHALL BE FURNISHED ON THIS PROJECT. ALL DETECTORS SHALL BE FURNISHED WITH DELAY OUTPUTS AND EXTEND OUTPUTS ACCORDING TO SEC. 636.21(b) OF THE TRAFFIC SIGNAL SPECIFICATIONS. VIDEO THERMAL DETECTION CAMERAS SHALL BE USED IN THIS PROJECT. ON THIS PROJECT VACUUM FORMED BACKPLATES SHALL BE USED ON ALL STANDARD TRAFFIC SIGNAL HEADS WITH REFLECTIVE OUTER BAND. CONCRETE PULL BOXES TYPE | SHALL BE USED. THE CONTROLLER SHALL HAVE THE NUMBER OF DC ISOLATATORS AND SUPRESSORS AS SHOWN BELOW: SION FARM INTERSECTION. THE CONTROLLER TO BE FURNISHED ON THIS PROJECT SHALL BE TRAFFIC CONTROL TECHNOLOGIES 336A/170E/412C CABINET ASSEMBLY COMPLETE WITH BITRAN AND QUICKNET CONTROLLER SOFTWARE BASE MOUNT. THE CABINET SHALL BE EQUIPPED WITH A 2010ECL CONFLICT MONITOR, TWELVE 200 LOAD SWITCHES, EIGHT THERMAL DETECTOR MODULES, AND ALL OTHER ALL OTHER NECESSARY COMPONENTS FOR A COMPLETE TRAFFIC CONTROLLER ASSEMBLY. THE CONTROLLER SHALL BE CAPABLE OF PERFORMING AS SHOWN ON THE PHASE & SEQUENCE DIAGRAMS, PEDESTRIAN ISOLATION SHALL BE PROVIDED IN THE CONTROLLER CABINET. ALL N,E,M,A, FUNCTIONS SHALL TERMINATE IN THE CONTROLLER CABINET. PROJECT VI-0081¢ 002) ELECTRICAL CONDUIT NOTES CONDUITS SHALL CONFORM TO STANDARD SPECIFICATONS, SECTION 636 OR APPLICABLE SPECIAL PROVISIONS. TRENCHED CONDUIT SHALL BE SCHEDULE 80 PLASTIC UNLESS OTHERWISE SPECIFIED IN THE PLANS, AND SHALL BE OF THE SIZE SPECIFIED. THE UNDERGROUND UTILITY MARKING TAPE SHALL BE A MINIMUM OF 4 MIL THICKNESS, 6” WIDE, POLYETHYLENE TAPE. COLOR SHALL BE IN ACCORDANCE WITH AWPA UNIFORM COLOR CODE. TAPE USED TO MARK UNDERGROUNG ELECTRICAL CABLE SHALL BE SAFETY RED COLOR WITH PRINTED LEGEND "CAUTION—ELECTRICAL LINE BURIED BELOW”. THE COST OF THE TAPE SHALL BE SUBSIDIARY TO ITEM 63606(D) AND 63606(E). THE TRENCH SHALL BE BACKFILLED WITH AN APPROVED AGGREGATE IN 6” LAYERS AND COMPACTED TO 95% DENSITY AS DETERMINED BY AASHTO T99. WHEN SPECIFIED 30OO0PSI CONCRETE SHALL BE USED TO FILL THE TRENCH WHEN A ROTARY TRENCHER IS USED OR AS DIRECTED BY THE ENGINEER OR OTHERWISE INDICATED IN THE PLANS. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 30” FROM THE FINAL ELEVATION OF THE ASPHALT PAVEMENT OR AS INDICATED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INFLICTED TO THE EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF THIS DIGGING, TRENCHING, BORING, ETC...PRIOR TO DIGGING NEAR UTILITIES. THE CONTRACTOR SHALL CALL ALL UNDERGROUND FACILITIES REGISTERED IN THE AREA OF CONSTRUCTION AND HAVE THEM MARKED IN THE CONSTRUCTION AREA. THE COST OF THE BURIED ELECTRICAL TAPE SHALL BE INCLUDED IN THE COST OF THE RESPECTIVE TRENCHED CONDUIT. SEE ADDTIONAL NOTES FOR CONDUIT PLACEMENT ON SHEET G39. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL TRAFFIC SIGNAL NOTES Sheet No, 2/671 DETAIL 65601 VARIABLE LENGTH SEE PLAN SHEET SINGLE MEMEBER TAPERED ARM LUMINAIRE VARIABLE LENGTH SEE PLAN SHEET VARIABLE SPREAD SEE PLAN SHEET 4' X 8' HAND HOLE IF LUMINAIRE > TRAFFIC SIGNALS ———— ARM IS SPECIFIED | > g TRUSS PIPE ARM < XR TYPICAL STREET LIGHT Serer : MAST ARMS = 3 [vd : x Q La 4s le s|2 ia = ge 4 q— PED. PUSH BUTTON a os) $ & SIGN hi 5 g [I PAVEMENT MARKING RIO eo! LANE LINE . THROUGH TRAFFIC LANES 0 cS: PAVEMENT MARKING LANE LINE n 2'TO3' FROM CENTERLINE VARIABLE LENGTH SEE PLAN SHEET SHEET | TOTAL, REG | STATE PROJECT NCL. |SHEETS SE vI_ | vI-o08ico02> | G38 | 95 NOTE: THE CONTRACTOR SHALL SUPPLY EACH LUMINAIRE WITH A BUILT-IN PHOTO ELECTRIC CELL TO TURN ON ALL THE LUMINAIRES AT DUSK AND OFF AT DAWN TOGETHER. THE COST OF SUPPLIES, eee SHALL BE INCLUDED IN THE UNIT ALL PHOTO CELLS, FUSES, ETC PRICE BID FOR THIS ITEM OF WORK. VARIABLE SPREAD |__SEE PLAN SHEET | VARIABLE SPREAD SEE PLAN SHEET TRAFFIC Cr...» SIGNALS RIGHT TURN TRAFFIC SIGNAL / Zn CONNECTION). TYPICAL POLE SRTUCTURE AND HANDHOLE DETAILS NUT COVER BOLT Vy" XY" HEX HEAD CAP SCREW(4 REQ'D) NUT COVERS (4 REQ'D) H.S. HEX NUT FLAT WASHER (4 REQ'D) 4" H.S. HEX NUT A (LEVELING NUT) P GROUT CONCRETE ANCHOR BOLT I\ to A — “.__TERMINAL BLOCK cece erry _l L \ A-A ya } TYPICAL POLE BASE AND HANDHOLE DETAILS 12"-0" (2) ONE WAY SLIP-FITTER MOUNTED SIGNAL ILLUMINATED STREET SIGN |_| (SEE DETAIL ON PLANS) K Yn my) > =< = |a = a2 ja X10 = a ae WS |Z a6 a AZ PAVEMENT MARKING “|S |e LANE LINE z THROUGH TRAFFIC LANES RIGHT TURN LANE PAVEMENT MARKING MEDIAN LANE LINE 2'TO3' PEDESTAL MOUNTED SIGNAL EACH TRAFFIC SIGNAL POLE SHALL BE GROUNDED TO A GROUND ROD LOCATED IN FOUNDATION NO. 10 AWG SOLID BARE COPPER WIRE SHALL BE INSTALLED FROM GROUNG ROD TO POLE GROUNDING LUG(SEE SPLICE AND CONNECTOR DETAILS FOR GROUND ROD EACH TRAFFIC SIGNAL POLE SHALL BE EQUIVALENT TO OR BETTER THAN VALMONT INDUSTRIES SIGNAL POLES WITH A MINIMUM WIND SPEED RATING OF 150 MPH AND A 1.3 WIND GUST FACTOR. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING PEDESTAL & MAST POLE DETAILS ARM Sheet No. SIG=2 DETAIL 63601(A) WHEN CONDUIT IS INSTALLED IN SUBGRADE TRENCHING SHALL BE NEAT PROJECT P E D ESTAL PO L E DATA CLEAN CUT TO A DEPTH OF 48" AND 24" WIDE. THE CUT SHALL BE MADE WITHOUT DISTURBING ANY OF SURROUNDING SUBGRADE. WHERE SUBBASE V1I-0081¢ 002) MATERIAL MUST BE TRANSPORTED OVER CONDUIT WHICH IS IN PLACE, POLE | FOOTING FOOTING DIMENSIONS QUANTITIES PROTECTION MUST BE PROVIDED BY BRIDGING IT WITH STEEL PLATES OR LENGTH DES. G V-BARS H-—BARS REINFORCING | STRUCTURAL OTHER SUITABLE MATERIALTO ELIMINATE DEFORMING OF CONDUIT OR SETTLEMENT OF BACKFILL. AFTER THE CONDUIT IS PLACED IN THE TRENCH NO. | SIZE |LENGTH __[size_[LENGTH| STEEL (LB.) | CONC. (C.Y.) IT SHALL BE BACKFILLED WITH AGGREGATE MATERIAL. BACKFILL IN 8’ —3 —6” 6 #4 24” #4 = =12"”C/C 21 29 AREAS TO BE PAVED SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT ; > 7 DENSITY AASHTO T99 METHOD C WITH AGGREGATE MATERIAL. ALL EXCESS 10 =2 =6 6 #4 24 #4__[12"C/C 21 .29 MATERIAL SHALL BE REMOVED FROM THE WORKING AREA TO A SITE SO 12’ -1 -o"| 6 #4 30” #4 ([15"C/C 23 35 DESIGNATED BY THE ENGINEER. A DETECTABLE WARNING TAPE SHALL BE PLACED 8" TO 12" ABOVE SINGLE MAST ARM FOOTING DATA THE CONDUIT. 3" CONDUIT SHALL BE BURIED IN FINISHED SUBGRADE AFTER ALL FOOTING DIMENSIONS NECESSARY CONSTRUCTION WORK HAS BEEN COMPLETED. IT SHALL BE MAST ARM FOOTING SPIRALS ——— INSTALLED JUST PRIOR TO LAYING DOWN THE SURFACE COURSE. LENGTH DES. V-BARS SIZE [LENGTH] SIZE LENGTH] STEEL (LB.) | CONC. (C.Y.) IF GRADE FROM CURB TO RIGHT-OF-WAY SLOPES TOWARDS STREET, SURFACE 7 aT OF THE PULL BOX SHALL BE 2" ABOVE GRADE. IF IN SIDEWALK AREA OR PAVED #1 102 #5 218'-5 838.37 4.20 AREA IT SHALL BE INSTALLED FLUSH WITH THE SURFACE. #11 108” #5 229’—2” 885.40 4.45 WHEN POLE FOUNDATIONS ARE PLACED IN SOIL AREAS, THE FOUNDATION ” 740" SHALL EXTEND A MAXIMUM HEIGHT OF 3" ABOVE GROUND LEVEL. WHEN #1 1 + #9 239 10 932.43 4.65 FOUNDATIONS ARE PLACED IN SIDEWALK OR OTHER SURFACE AREAS, #11 120 #5 250 —7 979.55 4.90 IT SHALL BE CONSTRUCTED FLUSH WITH SURFACE. #11 126” #5 261’-4” 1,026.68 5.15 EACH POLE SHALL BE GROUNDED TO A GROUND ROD AS SHOWN IN TYPICAL #11 138” #9 284’-1” 1,122.23 5.60 FOOTING DETAILS. #11 144” #5 294’—8" | 1,169.18 5.85 PULL BOX SEE SHEET 63601-1 FOR ADDITIONAL ELECTRICAL CONDUIT NOTES. #11 150” #5 305’—7” | 1,216.62 6.10 WITH APRON CURB A 135 DEG. HOOK / $ 4' TO 10' VARIABLE SHOULDER W/10" TAIL. ; en on PULL BOX oa \ | 4" TO 8" VARIABLE / / WITH APRON 7 TO 9" VARIABLE / i BACKFILL TO 15" VARIABLE W 12 SPIRAL [ 1" CHAMFER RGR BANK om » 2" CONDUIT SEE GROUND TO PULL BOX ROD DETAIL SUB GRADE NI REPLACE WITH AGGREGATE LX 3" CONDUIT MATERIAL OR CONCRETE IN sevowsurracecours. O&CTION A-A oN > —~ H-BARS EQUALLY DEPARTMENT OF PUBLIC WORKS W12 SPIRAL SPACED OFFICE OF HIGHWAY ENGINEERING Wi6" PITCH V-BARS S 2* CONDUIT TYPICAL CONDUIT & TO PULL BOX 5%" X 8' COPPERWELD GROUND ROD CONNECTED TO POLE BASE WITH #10 AVG SOLID BARE COPPER WIRE. FOOTING FOR SIGNAL SEE GROUND yM 148 - ant aad STRUCTURE [<2 ROD DETAIL 21.0" UJ LU 4-0" TYPICAL SIGNAL FOOTING DETAIL TYPICAL PEDESTAL FOOTING DETAIL GROUND ROD DETAIL 63601(A) SHEET | TOTAL, REG | STATE PROJECT NCL. |SHEETS SE vI_ | vI-o08ico02> | G40 | 95 J CAST IRON LID NOTE: 1. THE PRE-CAST CONCRETE BODY AND COVER SHALL CONFORM TO SECTION 636 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, 2. THE CONCRETE APRON SHALL BE 4000PSI WITH #4 REINFORCEMENT(6" THICK). 3.. THE GRAVEL OR CRUSHED ROCK BASE SHALL BE CLEAN, TOUGH, DURABLE, CAST IRON RING PRACTICALLY FREE FROM CLAY OR OTHER FOREIGN SUBSTANCES AND SHALL PASS A W/ LIFTING %" SIEVE 100%. SOCKET 4, THE ELECTRICAL CONDUCTORS SHALL CONFORM TO SECTION 636 OF FP-14. 5, EACH PULL BOX SHALL BE INSTALLED WITH THE APPROPRIATE SIZED CONCRETE APRON, UNLESS IT IS INSTALLED IN A SIDEWALK OR OTHER PAVED AREA OR OTHERWISE SPECIFIED OR DIRECTED BY THE ENGINEER, AND SHALL BE BUILT TO FIT THE EXISTING FIELD CONDITIONS AND PRESENT A NEAT WORKMAN LIKE APPEARANCE. ALL PULL BOXES SHALL BE ABLE TO SUPPORT HS-20 LOADING OR BETTER. 6. THE PULL BOX COVERS SHALL HAVE THE APPROPRIATE LEGEND ("TRAFFIC SIGNAL") UNLESS OTHERWISE SPECIFIED IN THE PLANS. NO ADVERTISING OTHER THAN THE MANUFACTURER'S LOGO WILL BE ALLOWED ON THE PULL BOX COVERS. C O N C RET E Pp U L L B OX 7. ie MANURACTURERS DESIGN. BOXES ARE NOMINAL AND MAY VARY SLIGHTLY BY 8. THE COST OF THE CONCRETE APRON AND GRAVEL SHALL BE INCLUDED IN THE UNIT TYP E lll PRICE BID FOR THE PULL BOX ITEM, UNLESS OTHERWISE SPECIFIED. PULL BOX APRON (SEE NOTE: 2) SEE TABLE LEFT PULL BOX _ CONTINOUS \ +| CONDUIT ie oe —, mo vase] 4" | CONDUIT RADII SCHEDULE so A 5%" CLEAN CRUSED NOMINAL [MINIMUM ROCK i APPOxX. 1'-6" 12" MIN. OR SLEEVE TYPE II S/o la —— —\ CLEARANCE S (INCHES) (INCHES) i ola } TX bY , uae TYPICAL ELECTRICAL CK 1, 1% 12 WIRE REINFORCEMENT | a ee, A CONDUIT(SEE NOTE: 4) 1% 18” | __ CONTINOUS - APPOX. 2'-0 CONDUIT 2 24 CONCRETE PU LL BOX SEE CONDUIT RADII SCH. 2%, 3 30” TYPICAL GROUND ROD 4 36” TYP E I & II \ AS REQUIRED 6 18° Ll A SECTION A-A CONTINOUS APRON PULL BOX (SEE NOTE: 6, 7, &8) DEPARTMENT OF PUBLIC WORKS su sox) ae |) ap [GAS OFFICE OF HIGHWAY ENGINEERING SIZE L W CONCRETE I "| .25 4’-6"|4’-6 m |3’-6"|3’-6"| 15 TYPICAL PULL BOX APRON AND CONDUIT DETAILS Sheet No, __SIG=4 63601(6) BRACKET, FEMALE, BURLE CAMERA MOUNT ?” HEX HEAD BOLT, 16 X 1” 3/8 ” FLAT WASHER 2” HEX NUT, 16 X 1” ?” HEX HEAD BOLT, 16 X 1” 3/8 ” SPLIT LOCK WASHER, STAINLESS 3/8 ” FLAT WASHER EXTENDED BRACKET, MALE ADAPTER, 12”—11NPS X ?”—16NC ALUMINUM NOTCHED COUPLING CLAMP CABLE-84” GUSSETED TUBE WITH VINYL INSERT. 1 1/2 ” X 74” CLAMP KIT — CABLE MOUNT CLAMP KIT MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY TO STEEL STRAIN POLES.. NE CAMERA MOUNT AND BRACKET PARTS \ TILT AND PAN EXTENDED SENSOR BRACKET, CABLE MOUNT. CLAMP MUST BE CAPABLE OF ROTATING 90 DEGREES FOR MOUNTING DIRECTLY <c) TO STEEL STRAIN POLES.. NS CAMERA MOUNT AND BRACKET ASSEMBLY 4” X 2” X 2” DEEP WEATHERPROOF SPLICE BOX WITH GASKETED FACE 7 | PLATE TO BE INSTALLED ON GUSSETED TUBE. IF CAMERA IS PROVIDED WITH A — WEATHERPROOF SPLICE BOX, THIS BOX IS NOT NECESSARY. MAST ARM CAMERA REG | STATE PROJECT a se | vi | vi-oogicoo2 | cai | 97 COAXIAL VIDEO CABLE FROM CONTROLLER CABINET NOTE: ACCESS HOLE FOR CABLE SHALL BE LOCATED ON BACK SIDE OR BOTTOM OF MAST ARM AND SEALED TO MINIMIZE INTRUSION OF WATER. 3 CONDUCTOR POWER CABLE FROM CONTROLLER CABINET 3 CONDUCTOR POWER CABLE FROM CAMERA TO WATERPROOF JUNCTION BOX. SPLICE TO POWER CABLE FROM CONTROLLER CABINET INSTALLATION NOT TO SCALE DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING DETAIL VIDEO CAMERA TYPICAL INSTALLATION DETAIL 63601 Varies (#° Min) ' TYPICAL SECTION ON CONCRETE SIDEWALK Note: Detail adopted/modified from Florida Department of tation Standard Drawing 850, STEEL PEDESTRAIN/ Transpo BICYLE PICKET RAILING, dated 01/01/07. 6" cin.) ii” ict ¢min) DETAIL *A™ a a REG | STATE} PROJECT aoa ee I-10" | &'-6" maximum post spacing x, SE VI | Vi-0081(002) G42| 97 I | =o ee antinuity Field Splice | Rail Expansion Joint " 4 } ae ‘as reg ‘) 1d Se "er Top Rail ~ 2" dia, pipe oe D @"to 1-6 | (Typ. - | 1 1 f1% 7 Sa =] E ; = etek s iia] I e 1 | - 1 a a I . 1 ee = ae aah] H fats mn See Detail "C" / ry LJ t u ng | Bottom Rall ~ 2" dia. pipe | ba i | apa nn {eth ne 5 En So a a FA a 18] | ah End Rall ~ 2° dia pipe i eee + + i Post wv 2" x 4" x Fig" Wi Locate rail ion joints above sidewall Rectangular Tube | 3 expansion jon , (40"- maximum spacing). Top of Sidewalk ELEVATION (Showing Outside Face of Railing) OW C/L Bolts & Past sg Post i i #7 Nut r Washer G/L Softs & Post —. oO; i La Shim plates (as required) Me NN “_—— ¥%4" thick bearing pad See Detail "4" i a tl ae 34" dia. Cast in Place Anchor Bolt = a ‘a 5 in Piece An : Soe se pe ee [4 e mee = Ne 2% (typ. ! a F ie ea aie a tet a oe aa sy fat DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SIDEWALK PEDESTRIAN HANDRAIL DETAIL Sheet No. 1 64601 Varies (#° Min) ' TYPICAL SECTION ON CONCRETE SIDEWALK Note: Detail adopted/modified from Florida Department of tation Standard Drawing 850, STEEL PEDESTRAIN/ Transpo BICYLE PICKET RAILING, dated 01/01/07. 6" cin.) ii” ict ¢min) DETAIL *A™ a a REG | STATE} PROJECT aoa ee I-10" | &'-6" maximum post spacing x, SE VI | Vi-0081(002) G42| 97 I | =o ee antinuity Field Splice | Rail Expansion Joint " 4 } ae ‘as reg ‘) 1d Se "er Top Rail ~ 2" dia, pipe oe D @"to 1-6 | (Typ. - | 1 1 f1% 7 Sa =] E ; = etek s iia] I e 1 | - 1 a a I . 1 ee = ae aah] H fats mn See Detail "C" / ry LJ t u ng | Bottom Rall ~ 2" dia. pipe | ba i | apa nn {eth ne 5 En So a a FA a 18] | ah End Rall ~ 2° dia pipe i eee + + i Post wv 2" x 4" x Fig" Wi Locate rail ion joints above sidewall Rectangular Tube | 3 expansion jon , (40"- maximum spacing). Top of Sidewalk ELEVATION (Showing Outside Face of Railing) OW C/L Bolts & Past sg Post i i #7 Nut r Washer G/L Softs & Post —. oO; i La Shim plates (as required) Me NN “_—— ¥%4" thick bearing pad See Detail "4" i a tl ae 34" dia. Cast in Place Anchor Bolt = a ‘a 5 in Piece An : Soe se pe ee [4 e mee = Ne 2% (typ. ! a F ie ea aie a tet a oe aa sy fat DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING SIDEWALK PEDESTRIAN HANDRAIL DETAIL Sheet No. 1 64601 Toe A wNFrojocttedin\at or nia oT pro) ces Dalat Satis Catala ta fool | i'10" a | ! i A, ca %" dia. venting Aole i SHEET REG | STATE PROJECT TOTAL SHEETS Note; Detail adopted/modified fram Fie SE Vl VI-0081(002) G43 97 Transportation Standard Drawing 850, STEEL PEDESTRAIN/ BICYLE PICKET RAILING, dated 01/01/0 7. Me hid seal weit a sides typ.) eo 4 i —k— yz 4 % 1" dla, Venting Hole — | PTW 945" z Past — : SECTION A-A Oo as re ee om _ ee Ss ear j fs) § 4 . 5 gray os wy nat ea cr or Fae LHe" x 14 Siotted t La | 12 s “Fon 45" dia, venting hole Zig! Fe = 72h te’ x1 74" Long S c| de a4 i ya es (Rd Post ALTERNATE Mad Washers (Typ.) t BASE PLATE DETAIL im fw ; . ch ; Anchor Bolts —| Base plate (Recommended for Tep of Step Cheekwalls) b + ¢ + Ny i ina Bevel bottom at pont aa ramirad po be Bearing pad DETAIL "C" - RAIL CONNECTIONS SECTION C-C watch Bottom, : anil to Fost Ral & Fuge of Base Plate “\ p //— 2" dia, Venting Hole Notch Post : : ton opr Ra 1 oe si og a se) tb aI , “Ti LE G/L Post 3" thick base plate ———") ik Senne (1 =| Gee sea on Io a5" ale. Ma eee 10" | Top & Battom Rats YF thick post cap. 2 Flat Was: zeal wih es 6" vaew F-F CYP.) p"|, 36" (Min) ~ Expansion Joint yr" (Max...) me Field Sptice Slip Joint (Base Plate Not Shown for Charity) r | 1% dia. steel! pipe pre 4 _ df » | 4" plate (need ppole ¥ ~~ car sac aaa Jia 4 ; = ty H_¢" steel Rail Section Sf Rail Section % i'- 8 — o PLATE WASHER “ye Round over both ends 5 Rail Section itn ive 1%! CT * At the Coiractor's option two 1 dia, <3" Pan Ra Het max J Ral Section L DEPARTMENT OF PUBLIC WORKS spacing along outside face oF railing may be ERR RRR EE OFFICE OF HIGHWAY ENGINEERING substituted for the 34" ofa. piug weld, \ a) 8 2 ae ** Embedded length may be 4" for plug welded Be On ede oe commection. ur ofa 178 tye) Seatniiss Set fipse 516) SIDEWALK PEDESTRIAN DETAIL "D" - EXPANSION JOINT 14" dia, steel pipe mast Wal ees Rs ull HANDRAIL (FIELD SPLICE SLIP JOINT SIMILAR) DETAIL "E" - CONTINUITY FIELD SPLICE DETAIL Sheet No. 2 64601 [Re [E675-C Ts Cy Sas